\r\n\tAbout 25 percent of all foods produced globally are lost due to microbial growth. L. monocytogenes is a microorganism ubiquitously present in the environment and affects animals and humans. L. monocytogenes can enter a factory and is able to survive in biofilms in the food processing environment. The use of adequate sanitation procedures is a prerequisite in risk prevention. Moreover, effective control measures for L. monocytogenes are very important to food operators.
\r\n
\r\n\tThe safety and shelf life maximizing of food products to meet the demand of retailers and consumers is a challenge and a concern of food operators.
\r\n
\r\n\tTo obtain food systems more sustainable, several developments are ongoing to ensure safe food products with an extended shelf life and a reduction of food loss and waste. The problem of antimicrobial resistance is also a great issue that must be taken into consideration.
\r\n
\r\n\tThe implementation of natural antimicrobials, using food cultures, ferments, or bacteriophages, is one approach to control L. monocytogenes in food products that meet the consumer preference for clean label solutions. \r\n\tThis book intends to provide the reader with a comprehensive overview of the current state-of-the-art about Listeria monocytogenes in terms of occurrence in humans, animals, and food-producing plants. Its control by more natural agents allows for more sustainable food systems and points future directions to transform challenges into opportunities.
",isbn:"978-1-83768-036-8",printIsbn:"978-1-83768-035-1",pdfIsbn:"978-1-83768-037-5",doi:null,price:0,priceEur:0,priceUsd:0,slug:null,numberOfPages:0,isOpenForSubmission:!0,isSalesforceBook:!1,isNomenclature:!1,hash:"678ca4185133438014939804bf8a05e6",bookSignature:"Prof. Cristina Saraiva, Dr. Sónia Saraiva and Prof. Alexandra Esteves",publishedDate:null,coverURL:"https://cdn.intechopen.com/books/images_new/11798.jpg",keywords:"Environmental Health, Biodiversity, Public Health, Foodborne Pathogen, Contamination, Listeriosis, Strains, Shelf-Life, Food Safety, Bioactive Agents, Biofilms Reduction, Chemical or Physical Treatment",numberOfDownloads:null,numberOfWosCitations:0,numberOfCrossrefCitations:null,numberOfDimensionsCitations:null,numberOfTotalCitations:null,isAvailableForWebshopOrdering:!0,dateEndFirstStepPublish:"May 11th 2022",dateEndSecondStepPublish:"June 8th 2022",dateEndThirdStepPublish:"August 7th 2022",dateEndFourthStepPublish:"October 26th 2022",dateEndFifthStepPublish:"December 25th 2022",dateConfirmationOfParticipation:null,remainingDaysToSecondStep:"12 days",secondStepPassed:!1,areRegistrationsClosed:!1,currentStepOfPublishingProcess:2,editedByType:null,kuFlag:!1,biosketch:"A researcher in veterinary science, food microbiology, food safety, and quality, former Dean of the Integrated Master in Veterinary Medicine, ECAV, former Director of the Veterinary Sciences Department, ECAV at the Universidade de Trás-os-Montes e Alto Douro and member of the European College of Veterinary Public Health (ECVPH).",coeditorOneBiosketch:"A veterinary scientist with expertise in food safety and technology, Head of Division in the Food and Veterinary Division of Porto (DAV Porto), from the General Directorate of Food and Veterinary (DGAV), Member of the Order of Veterinarians and Member of the Portuguese Association of Animal Behavior and Welfare Therapy.",coeditorTwoBiosketch:"A researcher in Food Hygiene and Technology with a degree in Veterinary Medicine from the Technical University of Lisbon, a collaborator with the University of León, and a member and Secretary of the Scientific Council of the School of Agricultural and Veterinary Sciences (CC-ECAV).",coeditorThreeBiosketch:null,coeditorFourBiosketch:null,coeditorFiveBiosketch:null,editors:[{id:"226197",title:"Prof.",name:"Cristina",middleName:null,surname:"Saraiva",slug:"cristina-saraiva",fullName:"Cristina Saraiva",profilePictureURL:"https://mts.intechopen.com/storage/users/226197/images/system/226197.png",biography:null,institutionString:"University of Trás-os-Montes and Alto Douro",position:null,outsideEditionCount:0,totalCites:0,totalAuthoredChapters:"1",totalChapterViews:"0",totalEditedBooks:"0",institution:{name:"University of Trás-os-Montes and Alto Douro",institutionURL:null,country:{name:"Portugal"}}}],coeditorOne:{id:"467464",title:"Dr.",name:"Sónia",middleName:null,surname:"Saraiva",slug:"sonia-saraiva",fullName:"Sónia Saraiva",profilePictureURL:"//cdnintech.com/web/frontend/www/assets/author.svg",biography:"Dr. Saraiva graduated at the University of Trás-os-Montes e Alto Douro (UTAD) in 2005. and carried out a curricular internship within the scope of the Meat Inspection in slaughterhouses of cattle, sheep, goats, and swine in the area of the Regional Directorate of Agriculture of Trás-os-Montes (DRATM). Classification of 18 (eighteen) values. 2009 - Master in Technology, Science, and Food Safety (M-TCSA). Theme: Screening for the presence of Cyclopiazonic Acid in Poultry Feed. Faculty of Sciences of the University of Porto (FC-UP). Final classification of Very Good. In 2011 she worked as a Postgraduate in Animal Behavior and Welfare. Higher Institute of Applied Psychology (ISPA). In 2019 she was awarded her Ph.D. in Veterinary Sciences – Quality and Food Safety field. Theme: Animal Welfare of Poultry Along the Food Chain. University of Trás-os-Montes e Alto Douro (UTAD).",institutionString:"Animal and Veterinary Science Research Center",position:null,outsideEditionCount:0,totalCites:0,totalAuthoredChapters:"0",totalChapterViews:"0",totalEditedBooks:"0",institution:null},coeditorTwo:{id:"283814",title:"Prof.",name:"Alexandra",middleName:null,surname:"Esteves",slug:"alexandra-esteves",fullName:"Alexandra Esteves",profilePictureURL:"//cdnintech.com/web/frontend/www/assets/author.svg",biography:'Born in Mirandela, Portuguese. Currently working as an Assistant Professor with Aggregation at the University of Trás-os-Montes e Alto Douro, full time, of the Department of Veterinary Sciences and External Professor, Faculty of Veterinary (Department of Food Hygiene and Technology), University of León, Spain. In 1991. gained her Degree in Veterinary Medicine, Faculty of Veterinary Medicine, from the Technical University of Lisbon with a final grade of 14 (fourteen). In 1997. Joined UTAD in 1991 as a trainee assistant and took tests of Pedagogical Aptitude and Scientific Ability in 1997 and was unanimously approved with the classification of "Very Good. The theme of the tests:" Listeria in meat and meat products ". Gained her PhD in 2005. in the scientific area of Agrarian Sciences/ Veterinary Sciences, obtaining the final classification of “Approved with Distinction and Praise” Thesis: "Microbiological Hazards in Alheiras: main routes of contamination by Staphylococcus aureus, Clostridium perfringens, and Salmonella spp. "',institutionString:"University of Trás-os-Montes and Alto Douro",position:null,outsideEditionCount:0,totalCites:0,totalAuthoredChapters:"0",totalChapterViews:"0",totalEditedBooks:"0",institution:{name:"University of Trás-os-Montes and Alto Douro",institutionURL:null,country:{name:"Portugal"}}},coeditorThree:null,coeditorFour:null,coeditorFive:null,topics:[{id:"13",title:"Immunology and Microbiology",slug:"immunology-and-microbiology"}],chapters:null,productType:{id:"1",title:"Edited Volume",chapterContentType:"chapter",authoredCaption:"Edited by"},personalPublishingAssistant:{id:"441704",firstName:"Ana",lastName:"Javor",middleName:null,title:"Ms.",imageUrl:"https://mts.intechopen.com/storage/users/441704/images/20009_n.jpg",email:"ana.j@intechopen.com",biography:"As an Author Service Manager, my responsibilities include monitoring and facilitating all publishing activities for authors and editors. 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1. Introduction
The objective of this chapter is to understand the reactive transport occurring during the High Temperature Gas Chromatography (HTGC) analysis of heavy oil hydrocarbons at common conditions and thereby quantify the implications on the final characterisation results in terms of: (i) the degree of thermal cracking of the original sample; and (ii) the non-elution of heavy components from the HTGC column by using a combined Thermo-Hydro-Chemical (THC) coupled multiphysics modelling approach.
For this endeavour, a synergy between experimental and computational coupled multi-physics approaches, has been carried out to account for three physicochemical processes: thermodynamic equilibrium fluid-flow; transport of chemical species; and chemical reactions.
An outline is given of the experimental approach used, with explanation of the methodology for extending the distribution factors data-set, necessary to describe the first process.
On the computational side, an in-house coupled multi-physics model has been developed using MATLAB [1] as language host, to couple the above three processes. The former is described, using as input to the multi-physics model the extended, experimental distribution factors dataset: and the latter two processes are described using: COMSOL Multi-physics [2] and MATLAB, and CHEMKIN [3] respectively.
Finally, the implication of the inter-related, multi-physics, physicochemical processes is discussed, based on the results from the coupled THC multi-physics model.
2. Experimental overview
2.1 Outline of HTGC methodology
Detailed accounts of the experimental procedures have been published previously [4], covering the generation of isothermal and temperature-programmed retention data for n-alkanes and polywax mixtures, on poly-dimethyl-siloxane HTGC columns, up to 430°C. (i.e. based on well-established SimDist techniques). This database then enabled the distribution factors of heavy n-alkanes to be derived up to nC98H198, which were unavailable in the literature.
2.2 Methodology for extending distribution factors up to nC98H198
In the absence of a database of distribution factors of heavy n-alkanes, it was necessary to obtain insight into their behaviour inside the HTGC column, requiring development of a comprehensive methodology to extend the existing, limited amount of data up to around nC98H196 [4].
Hernandez et al. [4] derived a temperature-dependent function of distribution factors which has been applied to a series of n-alkanes spanning (nC12H26 - nC98H196) by combining Eq. (1) and numerous isothermal experiments carried out using two SGE HT5 GC capillary columns [5] of different lengths, and under two HTGC methods as follows:
For the long column, low flow rates were used, to obtain efficient resolution of eluting n-alkanes, spanning the range (nC12H26–nC64H130), under constant inlet pressure measurements conditions.
For the short column, ASTM method D7169–11 [6] was applied to achieve extended SimDist analysis, spanning the range nC12H26–nC98H198 under constant flow rate measurement conditions.
In both columns, the standard samples (ASTM D5442) was used and at least 3 isothermal GC measurements were carried out from 80 to 420°C at 20°C intervals, and lastly at 430°C. Further details can be found in [4].
3. Theory
3.1 Physicochemical HTGC workflow
In order to understand the Reactive Transport (inter-related Thermo-Hydro-Chemical multi-physics processes) occurring during HTGC analysis of heavy oils, it is necessary to consider them step-wise, within the column.
as the vaporised hydrocarbon/CS2 solvent sample is transported through the column, the Diffusion Process of each component is considered to be negligible in comparison with the Convection Process [7].
the stationary phase controls the adsorption of each component of the sample as a function of its boiling point in relation to the oven temperature program
the vaporised hydrocarbon sample encounters the stationary phase, where each component experiences a gas–liquid thermodynamic equilibrium process at the prevailing temperature and pressure, between the stationary and mobile phases.
Each component of the sample which has been dissolved in the stationary phase is retained at the same point until its vapour pressure equals that of the carrier gas, as the column temperature program proceeds, and is then transported to the GC outlet. It is assumed that no diffusivity effects occur in the liquid phase.
The solvent has a low boiling point compared to the hydrocarbon mixture, being the first component to be eluted or released by the stationary phase and transported by the carrier gas to the column outlet. It therefore generates the first peak in the gas chromatogram results, representing the least retained solute in the sample.
Each component might encounter other components in the carrier gas and it is assumed that all of them are transported as a batch mixture.
Each mixture is at risk of suffering a thermal cracking process at a given temperature in the gas phase, depending on whether the kinetics and mechanism at a given temperature reach the necessary energy to break some of the chemical bonds of the component, creating smaller chemical species.
Each component of the sample whose boiling point is not reached during the temperature program, is retained by the stationary phase, and at risk of either incomplete elution, or non-elution from the column.
The longer a heavy component is retained by the stationary phase before desorbing, the greater the risk of thermal cracking due to its greater exposure to the highest temperature.
3.2 Thermo-hydro-chemical processes
Thus, the three physicochemical processes in a heavy-oil HTGC analysis considered in this work are:
Multiphase equilibrium:
Solvation thermodynamics using experimental data.
Transport and fluid flow:
Convection in MATLAB
Chemical reactions of thermal cracking:
Kinetics and mechanisms of simplified mixture in CHEMKIN,
which fall within the classification Thermo-Hydro-Chemical multi-physics [8].
The basis of the gas chromatography separation process centres on the non-isothermal multiphase equilibrium of each of the chemical species in the mixture sample between the stationary phase and the gas phase (transported by the carrier gas) taking advantage of their distinct boiling points.
This equilibrium is established in multiple stages throughout the length of the capillary column. The analysis mixture sample is dissolved and retained in the stationary phase at low initial temperatures and each component comprising the mixture is evaporated and separated from the sample mixture once its boiling point temperatures and pressure is reached. Thus, solvation thermodynamics is used to describe the gas–liquid equilibrium of each chemical species inside the GC column.
The temperature-dependent expression for the distribution factor, K, is described in Eq. (1) and was obtained by solving the thermodynamic equilibrium of the solvation of a solute in the bulk solvent [9] expressed in terms of the Gibbs free energy at a given temperature and by the logarithm of the solute molecule’s numeral density ratio in both phases [10, 11] or the ratio between the molar concentration of the two phases.
The mass transfer is assumed to be governed only by the interaction between the solute and the stationary phase, while the interactions between solute-solute and solute-carrier gas are assumed to be negligible as the interfacial and extra-column effects leading to non-equilibrium conditions [12].
A semi-empirical model [13, 14] developed by Castells et al. [15] for the determination of the isothermal retention times as function of the hold-up time, tM and the solvation time expressed by the Gibbs free energy is expressed in the terms of ΔH and ΔS, which represent the changes in enthalpy and entropy associated with the transfer of solute from the stationary phase to the mobile phase at a given temperature T.
KTt=βtrtM−1=expa0+a11Tt
a0=ΔSTR;a1=−ΔHTR
β=2ro−2w22ro2−2ro−2w2E1
In Eq. (1), K corresponds to the distribution factor, with tr and tm representing the retention time of the solute and the hold-up time, respectively. β is the phase ratio of the column, ro and w correspond to the inner radius of the column, and the film thickness of the stationary phase. ΔH and ΔS, correspond to the delta changes in enthalpy and entropy associated with the transfer of solute from the stationary phase to the mobile phase.
Aldaeus [16] has proposed two retention mechanisms according to the nature of the separation hold between the analyte and the stationary phase, based on the semi-empirical values of the thermodynamic properties of Eq. (1).
3.2.2 Transport and fluid flow: convection
The Snijders [17] method for calculating the retention times in gas chromatography is based on the peak position determination which is not affected by the diffusion effects but by the convection process only [16].
Eq. (2) expresses the convection process in terms of the effective velocity veff of the analyte in the carrier gas. Discretized into finite time-steps of Eq. (2) allows tracking of the position of the analyte at every x position through the GC column at every time step until the peak reaches the column outlet [18, 19] at the final time step which cumulated represents the retention time for that analyte as explained in [4]. And lastly, K and β are the distribution factor and phase ratio of the column described in Eq. (1) and vm is the velocity of the mobile phase.
υeff,ixt=υMxt1+KiTβE2
Integrating the differential form of the Hagen-Poiseuille fluid mechanics Equations [10, 18] through the length of the column allows calculation of vm as described in Eq. (3). This expression relates the carrier gas velocity to the pressure gradient at any position in the column [18] by a proportional constant. The latter depends of the geometry of the cross-section which in this case is for a column of circular cross-section [20]:
υMxt=ro2·Pin2−Pout216·ηTt·L·PxE3
In Eq. (3), η(T(t)) corresponds to the viscosity of the carrier gas [21, 22]. (See summarised details in [19]), Pin and Pout are the inlet and outlet pressures of the GC column. ro is the inner radius of the column and P(x) is the pressure at position x described with Eq. (4), which is obtained by integrating the Hagen-Poiseuille equation between the inlet and outlet position, of a differential element and assuming incompressibility of the gas in each element at position x, due to the extremely low pressure-drop in gas chromatography [10].
Px=Pin2−Pin2−Pout2xL2E4
3.2.3 Chemical reactions: kinetics and mechanism of thermal cracking
The large number of species in the reduced free-radical pyrolysis model developed in [23] has imposed a need to develop a reduced molecular pyrolysis model, comprising 11 n-alkanes (nC14H30, nC16H32, nC20H42, nC25H52, nC30H62, nC35H72, nC40H82, nC50H102, nC60H122, nC70H142, and nC80H162).
In this work, a “class” molecular mechanism has been obtained after applying the following three rearrangements to our reduced molecular mechanism model [7]:
Lumping of molecules belonging to the global class “C15 plus” which are produced by an n-alkane reactant.
Lumping of n-alkane reactants, which produced n-alkane reactants or lighter class.
Lumping of global class C15 as reactant.
Refer to [23], to understand the thermal cracking original kinetic and mechanism model development, and refer to [7] to understand the detailed explanation of the kinetics and mechanism reduction procedure from molecular mechanism model to a “class” molecular mechanism.
The optimised reduced “class” molecular mechanism used in this work is composed of 127 molecular reactions and 17 species (11 n-alkanes, and 6 “class” molecular pyrolysis products) which has been obtained after applying to the whole mechanism the above rearrangement and its corresponding kinetic data [7].
Thus, the final reduced molecular mechanism, accounts for:
6 classes: alkene, CH4, C2H6, C3-C5, C6-C13 and C15 plus.
Finally, as summarised in Table 1 the number of reactions of the original free-radical pyrolysis model has been reduced from 7055 to 127, and the number of species from 336 to 17, whilst still yielding very good accuracy as depicted in Figure 1.
Summary of size of the mechanistic kinetics models developed.
Figure 1.
Comparison of free radical model and “class” molecular model for heavy n-alkanes mixtures. (simulation of a closed reactor at 1 MPa).
4. Computational multi-physics
An understanding of the Thermo-Hydro-Chemical (THC) processes occurring inside an HTGC column during the analysis of heavy oil hydrocarbons was obtained through detailed study with an in-house coupled THC model.
The coupling of the physico-chemical processes is sequential due to the complexity of the system, and the level of detail with which each process has been described. Hence, a fully coupled model is prohibited while a sequential coupling can handle effectively the following processes:
the thermodynamics equilibrium is described using experimental input data of a series of n-alkanes spanning (nC12H26-nC98H196) [4].
the chemical reactions are described using kinetics and mechanistic modelling of 11 n-alkanes: nC14, nC16, nC20, nC25, nC30, nC35, nC40, nC50, nC60, nC70, nC80 and 6 class molecules: alkene, CH4, C2H6, C3-C5, C6-C13 and C15 plus.
the convection process is described using the Hagen-Poiseuille fluid mechanics equations [10, 18].
The sequence of these processes was arranged using short time intervals where the temperature was constant during the temperature ramp, and with a batch size as described using Golay’s theory [24] for diffusion and convection processes.
4.1 Computational HTGC workflow
From a computational modelling perspective, the multi-physics processes can be simplified and described as follows:
The system to model is delimited to the gas phase inside the HTGC column, comprising only the carrier gas transporting each component from the column inlet to the outlet.
The control volume is the inner volume of the coiled capillary GC column (e.g.,typically 0.53 mm internal diameter, and 25-30 m length).
The fluid flow and transport of chemical species considers only the convection process of the carrier gas transporting each of the species at its own speed from the GC inlet to the GC outlet. The diffusion of the chemical species in the gas phase has been concluded to be negligible based on a previous investigation [19] which compares the advection process (convection plus diffusion) and the convection process only, demonstrating no difference between the chromatogram peaks results using both approaches.
The equilibrium occurring in the interface between the stationary phase and the gas phase is modelled through the extended thermodynamics distribution factors dataset obtained previously [4], for each one of the heavy n-alkanes hydrocarbons mixture.
The heavy oil mixture is simplified to one comprising only heavy n-alkanes, ranging from nC25H52 to nC98H198 which is suitably representative, bearing in mind that long-chain n-alkanes are the most susceptible to thermal cracking.
Their thermal cracking is modelled in the gas phase only, using a reduced and optimised kinetics and mechanism developed previously [7] and validated against a detailed mechanism of the heavy oil mixture developed initially [23].
4.2 Coupled multi-physics workflow
Finally, the coupling of the three physics involved is made in a sequential order as follows:
The column is treated as a series of batches of 1 mm
The time for the multi-physics processes to occur in each batch is the time for each species to travel at the carrier gas velocity, from the centroid of one batch to the following one, with velocity derived from volumetric flow measurement and column i.d.
The chemical species are modelled through convection only, using MATLAB. No diffusivity is included in this final work as explained in [7]
The chemical species undergo an equilibrium which is reached based on the thermodynamics of solvation using the extended distribution factors data set introduced previously [4]
The position of each of the chemical species is calculated and each batch is created according to the chemical species found in the batch volume. Thus, the chemical reactions of the thermal cracking are modelled in each mini-batch reactor.
Each batch is updated with the new species found inside.
The convection of the new chemical species is modelled as described in c) and so on, until all the batches arrive at the GC outlet sequentially.
4.3 Discretization methods
This work uses the discretization method introduced by Snijders [17], which predicts the peak width of the solute zone as the space that a solute migrating through the column occupies [25]. This approach of the convection model was successfully coupled to the reduced molecular pyrolysis model from [7].
Equal time segments are used to discretize the simulation as proposed by Snijders [17] for enabling isothermal properties to be used at every time-step according to the ramp of temperature used. Thus, a sufficiently small time-step permits a uniform pressure to be assumed in the column segments traversed by the solute.
The local plate height (H) is calculated at every time-step based on the Golay [24] expression for open tubular columns, as shown in Eq. (5), where k is the retention factor.
Note here that k is dimensionless, being derived from the distribution factor, K, and the phase ratio of the column, β namely K/β, with K corresponding to the ratio between the (moles/volume) in stationary phase to the (moles/volume) in gas phase. ro and w correspond to the inner radius of the column and the film thickness of the stationary phase Ds, and Dm correspond to the diffusion constant respectively in the stationary and mobile phase. vm corresponds to the velocity of migration of the carrier gas.
The local zone variance (σx2) in the distance of a solute from the zone centroid at a given position x, can be calculated using Eq. (6), representing the solute band’s spreading.
σx2Δxn=Hxntn·ΔxnE6
Eq. (7) describes the increment in the zone variance length, and can be obtained by the summation of all the local contributions of zone variances. Giddings [26] explained that at every time step, the correction is applied for the expansion of the solute zone due to the reduction in pressure (P) along the column.
σx2xn=∑i=1n−1σx2Δxi·Pxn−1Pxn+σx2ΔxnE7
This approach, has been programmed in MATLAB, and has been compared in [7] with the solution yielded by the COMSOL-MATLAB model developed in [19], which solves the diffusive-convective equation by finite elements.
The comparison study confirmed excellent agreement in predictions of the zone’s centroid (average relative error of 1.1%) and of the zone’s standard deviations (average relative error of 3%), as depicted in Figure 2.
Figure 2.
Comparison of zone standard deviation and zone centroid of nC12H26, predicted using an iterative analytic approach11 using MATLAB and solving the diffusive-convection equation by finite element in COMSOL. (Column dimensions Table 3 and temperature programming Table 2).
Thus, the analytical model implemented in MATLAB has been coupled to the reduced molecular pyrolysis model described above, and as detailed in [7], by calling CHEMKIN at every time step iteration, and using feedback between the two models until each component elutes from the GC column.
4.4 Coupled thermo-hydro-chemical processes
Both the reduced molecular pyrolysis model and the analytic iterative GC model derive from the prior high-performance improvement process required for ultimately attaining an efficient coupled physics-chemical model.
The latter can predict the zone’s centroid, the standard deviation and the pyrolysis decomposition of every solute studied for both as a mixture and as a single component according to the position of every solute related to the batch width at every time-step.
In order to maintain a constant temperature at every time-step, a constant time-step has been implemented, permitting an increment of 1°C every 4 seconds (corresponding to the ramp of 15°C/min, used).
Initially, for every component studied, the position of the zone’s centroid in the next time step (xi+1), is calculated, using Snijders [23, 27] approach Eq. (8) (see ref. [19]), the distribution factor (K), and the phase ratio (β).
xi+1=xi+υMxiti1+KiTtiβ·ΔtE8
Figure 3, shows the algorithm explaining the global calculation carried out by the coupled THC model for an heavy oil analysis by HTGC, using the above models as explained previously. For more detail refer to [7].
Figure 3.
Algorithm of the pyrolysis-GC coupled model.
5. Implications: results
The implications of the THC processes during an HTGC heavy oil analysis can be summarised under two headings:
Thermal cracking risk of the original sample.
Non-elution or incomplete elution of the sample.
A detailed analysis of these implications is presented, based on the results of the in-house developed THC multiphysics model, described above.
5.1 Thermal cracking risk of the original sample
The cumulative conversion due to pyrolysis of the 11 n-alkanes is studied in [4], in order to analyse their risk, as depicted in Figure 4. For each component the ratio is calculated of the cumulative mass lost (Figure 5) due to thermal cracking, compared to the mass injected.
Figure 4.
Accumulative mass lost due to thermal cracking for n-alkanes (nC14, nC16, nC20, nC25, nC30, nC35, nC40, nC50, nC60, nC70, nC80) at a common HTGC temperature programming (Table 2) in a HT5 column with dimension summarised in (Table 3).
Figure 5.
Cumulative conversion due to thermal cracking for n-alkanes (nC14, nC16, nC20, nC25, nC30, nC35, nC40, nC50, nC60, nC70, nC80) at a common HTGC temperature programming (Table 2) in a HT5 column with dimension summarised in (Table 3).
As would be expected, no pyrolysis reaction occurs in the case of nC14H30 and nC16H34 with the temperature program used (Table 2), and their associated short residence times inside the GC column. Similarly, within the range nC20H42 to nC40H82, insignificant conversion occurs, whereas in the case of nC50H102 the maximum mass loss through thermal decomposition before elution is 0.003%.
Parameters
Values
Tinitial (°C)
10
Hold up time at Tinicial (min)
0
ramp of T (°C/min)
15
Tmax (°C)
430
Hold up time at Tmax (min)
12
Table 2.
Temperature programming.
SGE HT5 GC Column
Length [m]
12
Diameter [mm]
0.53
Film thickness [um]
0.15
Table 3.
Column dimensions of in-house HTGC.
Low but detectable mass loss occurs with the heaviest n-alkanes. nC60H122 has a significant loss in the stationary phase where only 2.43·10−12 g are released to the gas phase with the remainder trapped in the stationary phase. Further, pyrolysis loss begins at 373°C with a 0.001% cumulative mass conversion. nC70H142, presents a cumulative conversion of 0.001% at 385°C with only 2.32·10−10 g released in the gas phase and the rest trapped in the stationary phase.
It should be noted that at the time-step when nC60H122 decomposition starts, nC50H102 is virtually totally eluted (99.9%) eluted, and hence the pyrolysis products present no risk of co-elution with the latter. Rather, the pyrolysis products of nC60H122 are released gradually, evidenced by a slowly increasing baseline signal.
Similarly, nC70H142 starts to decompose when located 1.02 m away from the GC inlet, and 0.68 minutes after nC60H122 is essentially fully eluted (99.99%). Therefore, the pyrolysis products present no risk of co-elution with, nor distortion of the peak for nC60H122.
Lastly, nC80H162 starts to decompose at 0.41 m from the column inlet, while nC70H142 is located 1.64 m from the inlet. Thus, when nC70H142 is essentially fully eluted (99.99%), at 7.83 m from the column inlet, nC80H162 has undergone a cumulative conversion of 0.52% mass loss by pyrolysis, relative to mass injected. That equates to 3.97.10−11 g of nC80H162 converted into pyrolysis products, and which co-elutes with nC70H142, resulting in unreliable quantification.
5.2 Non-elution of heavy components from the column
For the determination of non/incomplete elution of heavy n-alkanes, the data set of distribution factors of the n-alkanes spanning the range from nC12H26 to nC98H198, [4] was used as main input for the calculation of the degree of elution of each of the n-alkanes studied.
The degree of elution has been introduced in order to determine the non/incomplete elution of heavy n-alkanes (as explained in [19]) as depicted in Figure 6.
Figure 6.
Degree of elution vs. transit time of each component “i”: n-alkanes in the range of C14H30 to nC80H162. Degree of elution = moles of “i” inside the GC column at time (t) /moles injected of “i”.
Alkanes heavier than nC60H122 elute during the isothermal plateau of the temperature programmed at 430°C. Therefore, constant distribution factors apply for the re-equilibration period, when characteristic peak broadening is observable. (c.f. the essentially symmetrical peaks associated with temperature programmed GC analyses).
nC70H142 starts to elute at 29 minutes with a 99.99% degree of elution at 31.3 minutes, and 100% at 31.5 minutes. nC70H142 takes 2.5 minutes to elute completely.
nC80H162 starts to elute at 33.8 minutes, with a degree of elution of 99.99% at 40.9 minutes and 100% after 42.3 minutes. nC80H162 takes 7.1 minutes to elute and 8.5 minutes to completely elute.
In this simulated study, components from nC70H142 and above, elute so slowly that peak resolution for the group cannot be assessed. Rather, in practice, a continuum is observed, in the form of a gradually increasing baseline, rising to a plateau which gradually reduces during the final isothermal period of the oven temperature program.
It is interesting to note that 99.99% of nC80H162 requires to elute 12.9 minutes at the isothermal conditions at the maximum temperature (430°C) of the analysis. of 99.99%. This means that this component is not normally taken into account in the GC calculations, due to the shorter period of time and stationary phase bleeding.
6. Conclusions
This chapter provides an insight into the analysis of the Reactive Transport process occurring during the analysis of heavy oil hydrocarbons inside a High Temperature Gas Chromatography column, and the implication that those interrelated physicochemical processes generate, by application of a Thermo-Hydro-Chemical (THC) coupled multiphysics approach.
The number of species in the reduced free-radical pyrolysis model developed in [19] has imposed a need to develop a reduced molecular pyrolysis model, comprising 11 n-alkanes (nC14H30, nC16H32, nC20H42, nC25H52, nC30H62, nC35H72, nC40H82, nC50H102, nC60H122, nC70H142, and nC80H162). The number of reactions has been reduced from 7055 to 127, and the number of species from 336 to 17, whilst still yielding very good accuracy.
THC multi-physics model has been implemented to resolve the HTGC limitations. The cumulative pyrolysis conversion of the 11 n-alkanes studied in this work, suggests that 0.52% of the mass injected of nC80H162, thermally decomposed before nC70H142. Therefore, co-elution of nC70H142 and the pyrolysis product of nC80H162 makes the GC analysis of nC70H142 and heavier n-alkanes no longer reliable.
The degree of elution of the 11 n-alkanes studied in the chapter confirms that alkanes heavier than nC70H142 take progressively longer to elute completely from the column, viz. nC70H142 takes 2.3 minutes and nC80H162 takes 7.1 minutes, with co-elution of decomposition products in each case compromising their analyses.
Finally, nC80H162 takes 12.9 minutes to completely elute during the isothermal plateau, resulting in no distinct peak being observable. Consequently, the eluting component will be masked in the FID plateau signal, in combination with column bleed products. As a result the nC80H162 analysis may not be utilised under these HTGC conditions.
Acknowledgments
The authors wish to thank the members of our JIP: Marathon Oil Corporation, Schlumberger and Total for both their technical and financial support during this project.
Deff
Effective average Diffusivity (unit length2/unit time)
Column plate height, spatial rate of dispersion of a zone (unit length)
K
Distribution factor of a compound (moles/volume) in stationary phase/(moles/volume) in gas phase)
k
retention factor of a compound (moles in stationary phase/moles in gas phase).
L
Length of the GC column (unit length)
m(x,to)
mass profile for every analyte (particles/unit length).
Ni,M
Moles of component “i” in the mobile phase.
Ni,S
Moles of component “i” in the stationary phase.
P(x)
Pressure at position x (Pa)
Pin
Pressure at the GC colum inlet.
Pout
Pressure at the GC column outlet (Pa)
ro
Internal radius of GC column (unit length)
ramp T
Ramp of temperature of the temperature programmed.
T(t)
Temperature at the time t.
To
Initial temperature of the temperature programmed.
t
time (unit time)
veff
Effective cross-sectional average velocity (unit length/unit time)
vM
Velocity of migration of the carrier gas (unit length/unit time)
w
Film thickness (unit length)
Xi
Fraction of component i in the gas phase relative to the moles in both stationary and gas phase.
x0
Centroid of Gaussian distribution of distribution of component inside the GC column (unit length)
x
Position of the component’s dispersal around the centroid x0.(unit length)
Greek letters
σ
Standard deviation of the distribution of component inside the GC column (unit length)
β
Phase ratio (volume of mobile phase in the column to the volume of stationary phase).
ηm
Viscosity of the carrier gas.(μPa·s).
Δt
Time step (unit time).
\n',keywords:"Reactive Transport, Thermo-Hydro-Chemical (THC) processes, coupled THC modelling, coupled multi-physics, multiphase equilibrium, solvation thermodynamics, transport and fluid flow, chemical reactions, kinetics and mechanism of thermal cracking, pyrolysis, Heavy n-alkanes thermodynamics distribution factors, High-temperature gas chromatography (HTGC), heavy-oil characterisation, Gas Chromatography modelling, coupled multiphysics modelling, CHEMKIN, COMSOL, MATLAB",chapterPDFUrl:"https://cdn.intechopen.com/pdfs/77897.pdf",chapterXML:"https://mts.intechopen.com/source/xml/77897.xml",downloadPdfUrl:"/chapter/pdf-download/77897",previewPdfUrl:"/chapter/pdf-preview/77897",totalDownloads:96,totalViews:0,totalCrossrefCites:0,totalDimensionsCites:0,totalAltmetricsMentions:0,impactScore:0,impactScorePercentile:44,impactScoreQuartile:2,hasAltmetrics:0,dateSubmitted:"January 22nd 2021",dateReviewed:"May 28th 2021",datePrePublished:"August 5th 2021",datePublished:"April 13th 2022",dateFinished:"August 5th 2021",readingETA:"0",abstract:"This chapter provides an insight into the reactive transport in a capillary column which heavy-oil hydrocarbons undergo when analysed by high temperature gas chromatography (HTGC), and their implications on characterisation outcomes, namely thermal cracking of the injected sample; and incomplete or non-elution of heavy components from the column, by using a coupled Thermo-Hydro-Chemical (THC) multiphysics modelling approach. For this purpose, a computational coupled THC, multicomponent, multi-physics model is developed, accounting for: multiphase equilibrium using an in-house, extended thermodynamics distribution factors dataset, up to nC98H198; transport and fluid flow in COMSOL and MATLAB; and chemical reactions using kinetics and mechanisms of the thermal cracking, in CHEMKIN. The determination of the former extended dataset is presented using two complementary HTGC modes: i) High-Efficiency mode, with a long column operated at low flow rate; and ii) true SimDist mode, with a short column operated at high flow rate and elution up to nC100H202.",reviewType:"peer-reviewed",bibtexUrl:"/chapter/bibtex/77897",risUrl:"/chapter/ris/77897",book:{id:"9937",slug:"recent-advances-in-gas-chromatography"},signatures:"Diana Margarita Hernandez-Baez, Alastair Reid, Antonin Chapoy, Bahman Tohidi, Roda Bounaceur and François Montel",authors:[{id:"327106",title:"Dr.",name:"Diana",middleName:null,surname:"Margarita Hernandez-Baez",fullName:"Diana Margarita Hernandez-Baez",slug:"diana-margarita-hernandez-baez",email:"dianahernandez@gmail.com",position:null,profilePictureURL:"//cdnintech.com/web/frontend/www/assets/author.svg",institution:null},{id:"327210",title:"Dr.",name:"Alastair",middleName:null,surname:"Reid",fullName:"Alastair Reid",slug:"alastair-reid",email:"reid.al@btinternet.com",position:null,profilePictureURL:"//cdnintech.com/web/frontend/www/assets/author.svg",institution:null},{id:"327211",title:"Dr.",name:"Antonin",middleName:null,surname:"Chapoy",fullName:"Antonin Chapoy",slug:"antonin-chapoy",email:"a.chapoy@hw.ac.uk",position:null,profilePictureURL:"//cdnintech.com/web/frontend/www/assets/author.svg",institution:{name:"Heriot-Watt University",institutionURL:null,country:{name:"United Kingdom"}}},{id:"327212",title:"Dr.",name:"Bahman",middleName:null,surname:"Tohidi",fullName:"Bahman Tohidi",slug:"bahman-tohidi",email:"B.Tohidi@hw.ac.uk",position:null,profilePictureURL:"//cdnintech.com/web/frontend/www/assets/author.svg",institution:null},{id:"327213",title:"Dr.",name:"Roda",middleName:null,surname:"Bounaceur",fullName:"Roda Bounaceur",slug:"roda-bounaceur",email:"roda.bounaceur@univ-lorraine.fr",position:null,profilePictureURL:"//cdnintech.com/web/frontend/www/assets/author.svg",institution:null},{id:"346343",title:"Dr.",name:"François",middleName:null,surname:"Montel",fullName:"François Montel",slug:"francois-montel",email:"francois.montel@univ-pau.fr",position:null,profilePictureURL:"//cdnintech.com/web/frontend/www/assets/author.svg",institution:{name:"University of Pau and Pays de l'Adour",institutionURL:null,country:{name:"France"}}}],sections:[{id:"sec_1",title:"1. Introduction",level:"1"},{id:"sec_2",title:"2. Experimental overview",level:"1"},{id:"sec_2_2",title:"2.1 Outline of HTGC methodology",level:"2"},{id:"sec_3_2",title:"2.2 Methodology for extending distribution factors up to nC98H198",level:"2"},{id:"sec_5",title:"3. Theory",level:"1"},{id:"sec_5_2",title:"3.1 Physicochemical HTGC workflow",level:"2"},{id:"sec_6_2",title:"3.2 Thermo-hydro-chemical processes",level:"2"},{id:"sec_6_3",title:"3.2.1 Multiphase equilibrium: solvation thermodynamics",level:"3"},{id:"sec_7_3",title:"3.2.2 Transport and fluid flow: convection",level:"3"},{id:"sec_8_3",title:"Table 1.",level:"3"},{id:"sec_11",title:"4. Computational multi-physics",level:"1"},{id:"sec_11_2",title:"4.1 Computational HTGC workflow",level:"2"},{id:"sec_12_2",title:"4.2 Coupled multi-physics workflow",level:"2"},{id:"sec_13_2",title:"4.3 Discretization methods",level:"2"},{id:"sec_14_2",title:"4.4 Coupled thermo-hydro-chemical processes",level:"2"},{id:"sec_16",title:"5. Implications: results",level:"1"},{id:"sec_16_2",title:"5.1 Thermal cracking risk of the original sample",level:"2"},{id:"sec_17_2",title:"5.2 Non-elution of heavy components from the column",level:"2"},{id:"sec_19",title:"6. Conclusions",level:"1"},{id:"sec_20",title:"Acknowledgments",level:"1"},{id:"sec_22",title:"",level:"1"}],chapterReferences:[{id:"B1",body:'MATLAB. version 7.10.0 (R2010a). Natick, Massachusetts: The MathWorks Inc.; 2010'},{id:"B2",body:'Multiphysics C. Introduction to COMSOL multiphysics extregistered. COMSOL Multiphysics, Burlington, MA, accessed Feb. 1998;9:2018'},{id:"B3",body:'CHEMKIN 10112, Reaction Design: San Diego, 2011'},{id:"B4",body:'Hernandez-Baez DM, Reid A, Chapoy A, Tohidi B. Determination of distribution factors for heavy n-alkanes (nC12-nC98) in high temperature gas chromatography. J Chromatogr A. 2019;1591:138–146'},{id:"B5",body:'SGE. HT5 GC Columns. http://www.sge.com/products/columns/gc-columns/ht5'},{id:"B6",body:'ASTM D7169-11. (Standard Test Method for boiling Point Distribution of Samples with Residues such as Crude Oils and Atmospheric and Vacuum Residues by High Temperature Gas Chromatography)'},{id:"B7",body:'Hernandez-Baez DM, Reid A, Chapoy A, Tohidi B, Bounaceur R. Establishing the Maximum Carbon Number for Reliable Quantitative Gas Chromatographic Analysis of Heavy Ends Hydrocarbons. Part 3. Coupled Pyrolysis-GC Modeling. Energy Fuels. 2019 Mar 21;33(3):2045–2056'},{id:"B8",body:'Keyes DE, Mcinnes LC, Woodward C, Gropp W, Myra E, Pernice M, Bell J, Brown J, Clo A, Connors J, Constantinescu E, Estep D, Evans K, Farhat C, Hakim A, Hammond G, Hansen G, Hill J, Isaac T, Jiao X, Jordan K, Kaushik D, Kaxiras E, Koniges A, Lee K, Lott A, Lu Q, Magerlein J, Maxwell R, Mccourt M, Mehl M, Pawlowski R, Randles AP, Reynolds D, Rivière B, Rüde U, Scheibe T, Shadid J, Sheehan B, Shephard M, Siegel A, Smith B, Tang X, Wilson C, Wohlmuth B. Multiphysics simulations. Int J High Perform Comput Appl. 2013;27(1):4–83'},{id:"B9",body:'Giddings JC. Dynamics of chromatography, Par I, Principles and theory. Edw Arnold Publ Lond Marcel Dekker Inc N Y. 1965;'},{id:"B10",body:'Gonzalez FR, Alessandrini JL, Nardillo AM. Revision of a theoretical expression for gas-liquid chromatographic retention. J Chromatogr A. 1999;852(2):583–588'},{id:"B11",body:'Ben Naim A. Solvation Thermodyanmics. Plenum Press. 1987;New York'},{id:"B12",body:'Gonzalez FR. Interpreting the gas chromatographic retention of n-alkanes. J Chromatogr A. 2000;873(2):209–219'},{id:"B13",body:'Aldaeus F, Thewalim Y, Colmsjo A. Prediction of retention times and peak widths in temperature-programmed gas chromatography using the finite element method. J Chromatogr A. 2009 Jan;1216(1):134–139'},{id:"B14",body:'Gonzalez FR. Considerations on the temperature dependence of the gas-liquid chromatographic retention. J Chromatogr A. 2002;942(1–2):211–221'},{id:"B15",body:'Castells RC, Arancibia EL, Nardillo AM. Regression against temperature of gas-chromatographic retention data. J Chromatogr. 1990;504(1):45–53'},{id:"B16",body:'Aldaeus F. New tools for trapping and separation in gas chromatgorahpy and dielectrophoresis (Improved performance by aid of computer simulation). Dr Thesis Anal Chem Stockh Univ. 2007;'},{id:"B17",body:'Snijders H, Janssen HG, Cramers C. Optimization of temperature-programmed gas chromatographic separations .1. Prediction of retention times and peak widths from retention indices. J Chromatogr A. 1995;718(2):339–355'},{id:"B18",body:'Aldaeus F, Thewalim Y, Colmsjo A. Prediction of retention times of polycyclic aromatic hydrocarbons and n-alkanes in temperature-programmed gas chromatography. Anal Bioanal Chem. 2007 Oct;389(3):941–950'},{id:"B19",body:'Hernandez-Baez DM, Reid A, Chapoy A, Tohidi B, Bounaceur R. Establishing the Maximum Carbon Number for Reliable Quantitative Gas Chromatographic Analysis of Heavy Ends Hydrocarbons. Part 2. Migration and Separation Gas Chromatography Modeling. Energy Fuels. 2013;27(4):2336'},{id:"B20",body:'Davankov VA. The true physical meaning of the corrected retention volumes in GC. Chromatographia. 1997;44(5–6):279–282'},{id:"B21",body:'Kestin J, Knierim K, Mason EA, Najafi ST, Ro ST, Waldman M. Equilibrium and trasport properties of the noble gases and their mixtures at low density. J Phys Chem Ref Data. 1984;13(1):229'},{id:"B22",body:'Hawkes SJ. Viscosities of carrier gases at gas-chromatograph temperatures and pressures. Chromatographia. 1993 Oct;37(7–8):399–401'},{id:"B23",body:'Hernandez-Baez DM, Tohidi B, Chapoy A, Bounaceur R, Reid A. Establishing the Maximum Carbon Number for Reliable Quantitative Gas Chromatographic Analysis of Heavy Ends Hydrocarbons. Part 1: Low-Conversion Thermal Cracking Modeling. Energy Fuels. 2012 May 17;26(5):2600–2610'},{id:"B24",body:'Golay MJE. Theory of Chromatography in Open and Coated Tubular Columns with Round and Rectangular Cross-Sections. 1958. 36 p'},{id:"B25",body:'Blumberg LM. Temperature-Programmed Gas Chromatography. 2010'},{id:"B26",body:'Giddings JC, Seager SL, Stucki LR, Stewart GH. Plate Height in gas chromatography. Anal Chem. 1960;32(8):867'},{id:"B27",body:'Snijders H, Janssen HG, Cramers C. Optimization of temperature-programmed gas chromatographic separations 0.1. Prediction of retention times and peak widths from retention indices. J Chromatogr A. 1995;718(2):339'}],footnotes:[],contributors:[{corresp:"yes",contributorFullName:"Diana Margarita Hernandez-Baez",address:"dianahernandez@gmail.com",affiliation:'
SIMULEX Limited, International House, Edinburgh, Scotland, United Kingdom
Fluids and Organic Geochemistry Department, Fluids Thermodynamics, Exploration and Production, Geosciences Technologies, TOTAL S.A, Avenue Larribau, France
Laboratoire des Fluides Complexes et leurs Réservoirs, LFCR, UMR 5150, Université de Pau et des Pays de l’Adour, E2S UPPA, CNRS, TOTAL, Pau, France
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\n
1. Introduction
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The gypsum unit is one of the evaporite units that can be easily dissolved when it contacts with water in nature. Furthermore, gypsum units are geological environments with karstic characteristics as limestone unit, and all karstic structures can also develop in gypsum units. Therefore, gypsum areas are the sources for pollutants with inorganic characteristics, and geologically they also include geological structures that develop specifically to karstic areas. Moreover, gypsum areas are risky geological environments where natural hazards may occur in the case of the presence of settlement areas or human-made structures (building, road, substructure systems, etc.) on them [1, 2, 3]. For these reasons, gypsum is an important evaporite unit that should be taken into account in terms of both natural hazards and environmental problems and urbanization. Therefore, gypsum units cause negative effects on soil infertility and ground/surface water quality due to problems such as dissolution, salinization, erosion, and corrosion that directly occur in nature [4, 5, 6]. On the other hand, the rapid construction that comes with urbanization requires new settlement areas. Therefore, there are also constructions on gypsum units [3]. The reason why it is considered that gypsum areas will cause significant environmental problems in the future is natural hazards and environmental problems that will arise in the event when gypsum is mainly surfaced or very close to the surface especially in new places opened for settlement, as required by karst geology. This also suggests that there will be risks for the life of humans and living beings and that these risks will increase, especially in these kinds of areas in the future, along with the opening of an area consisting of evaporite units for construction. Geological structures specific to gypsum karst lead to the formation of caves/areas causing the danger of collapse under the ground of the building and also collapses along with the fact that dissolution caves and dissolution channels are merged over time and create large galleries. As a result of these events, concrete materials, pipes, and cable systems of buildings and substructure systems are damaged. This also means that substances that may leak liquid and gas are mixed into the soil, water, and even into the atmosphere or that there are energy losses. Thus, there will also be economic losses. For this reason, it was considered necessary to draw attention to the problems originating from gypsum, while they are examined with environmental problems and soil and water pollutions on the issues for environmental monitoring purposes, and these problems should not be ignored [5].
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When natural-origin environmental problems described above are considered, it is essential to reveal the geological, engineering, hydrogeological, and environmental impact models of the environment in the site selection for settlement purposes and in the site selection of other human-made constructional areas [7, 8]. Therefore, various maps on different topics and scales that define the gypsum area from all aspects and geological/geophysical sections of various sizes are prepared by the relevant experts and scientists [3, 9, 10, 11, 12, 13, 14, 15, 16]. Thus, gypsum areas can be defined in detail by using mineralogical-petrographic and structural properties of geologically lithological units, their degree of weathering, geophysical-hydrological-physicomechanical properties, and meteorological status, and other surface and underground research methods. With these studies, risky areas at the horizontal-vertical or shallow-deep dimensions can be determined by preparing reports and maps to take precaution for natural hazards and environmental impacts. According to the results found, new and future sustainable planning and preparations can be made for these issues. Then, human/plant/animal health and their living environments can be maintained in a sustainable manner. Therefore, the problems of erosion and pollution may be reduced more effectively with the measures to be taken. In conclusion, all these issues were examined in this study.
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2. Natural hazards environmental problems in gypsum karst regions
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2.1. Regional features of gypsum karst morphology in the study area and its surroundings: examples from Sivas (Turkey)
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Karst is a morphological term and it is important to analyze karst morphology in terms of natural hazards, because the gypsum unit is a type of karst and can be solved if it contacts water. Gypsum can transform to anhydride as a result of geological and atmospheric processes in near-surface karsts, or vice versa. In other words, with the introduction of water into the anhydrite structure through these processes, an anhydrite unit can transform into a gypsum unit. These transformations also occur in the Hafik Formation, in Sivas (Figure 1a). The Hafik Formation is an Oligo-Miocene aged unit presenting wide spread in the Sivas evaporite basin and mostly consisting of massive gypsums [17, 18, 19, 20]. Upon examining Figure 1a, it is observed that the Sivas tertiary basin shows a northeast-southwest extension [21]. On the other hand, this basin starts from Gemerek in the southwest of Sivas and extends along the Sivas center, Hafik, Zara, and Imranlı. In Figure 1a,b, the study area is located in the Sivas basin and occurs from the Hafik Formation. This basin is one of the largest Central Anatolia basins, which was formed in the collision zone and is located in the most important gypsum karst area of Turkey. However, the areas of gypsum outcrops occur in Central and Eastern Anatolia, and gypsum formations are found mostly in Ankara, Çankırı, Çorum, Kırşehir, Kayseri, and Sivas regions (Figure 1a). In addition, dissolution dolines are found in the youthful karst areas between Sivas and Zara; some of the most important collapse dolines are found in the mature karst area between Hafik and Zara [15, 20, 22, 23, 26, 27]. The dolines on gypsum have solution and collapse characteristics, and it was observed that population rates were low in these areas [24]. According to the study by Hadimli and Bulut (2000) because of the dense surface karst in these gypsum areas is observed; these areas do not offer suitable environments for human life. Therefore, in Turkey, in areas where macrokarst structures (poly, uvala, doline) are observed, even despite a continuous population, it has been observed that the areas with microkarst structures (lapya) observed are used periodically [24]. Furthermore, in karstic fields, karstic structures (such as doline bases) are used for agricultural area needs (due to need), although they do not show high agricultural potential. In particular, large doline-based areas around Hafik (Sivas) and Zara (Sivas), developed in different sizes and gypsum formation, are used for agricultural production [24, 25]. However, these lands are also used as settlement area, forest area, pasture area, natural parks, natural sports and tourism resort area, raw material acquisition (e.g., plaster, cement industry), and mining area [24].
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Figure 1.
(a) Study area (rearranged from [23, 25], and (b) the locations of figures (arranged from Google Earth, 2018, August 12, 2018)).
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The sudden generation of collapse dolines in areas underlain by gypsum constitutes great danger for both lives and property. Karst features, such as sinkholes, near-surface caves, and collapse structures, which are formed in water-soluble rocks, constitute potentially serious hazards. Groundwater in karst areas is an important resource, which needs to be developed and protected [23]. Water percolates over or through gypsum and dissolves the highly soluble rock; and this causes the formation of sinkholes, caves, natural bridges, disappearing streams, and springs. Thus, natural hazards include damage and/or collapse of houses, buildings (such as dams, bridges, highways, and farmlands) [26, 28]. Such events can cause great economic hardship, disruption of lives, and even loss of life. Conclusively, the study area is located on the gypsums on the Hafik Formation and geologic units with gypsum intercalation (Figure 1a). Therefore, karst structures such as fractures, cracks, dissolution caves, and deterioration areas specific to karstic areas are very extensive in these units. Moreover, the geological formation of the study area does not change, the Hafik Formation and karstic structures in this formation continue throughout the study area [3]. The full ranges of gypsum-karst features are present in the region, and there is a number of striking examples of karst hazards and environmental problems [26, 28, 40].
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Therefore, collapses in karst terrains constitute very serious geological hazards and can damage engineering structures and cause groundwater contamination [29]. In these areas, very shallow soil could develop, or there is no soil development, and the outcropped karstic area is open to external factors and processes. Therefore, this unit mainly consisting of massive gypsum and gypsum interfingered fractured rocks has a structure that is easily dissolved under the impact of atmospheric processes [6]. Thus, cracks and intense joint systems in various directions have developed in gypsums of the Sivas basin. These are causing the fall of rocks (blocks) in parts where bevels are steep at rocks [13]. These natural hazards and their environmental problems are common in Sivas.
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2.2. Natural hazards and environmental problems caused by gypsum areas
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Natural hazards and environmental problems that occur in gypsum areas depending on the karstic characteristics of a gypsum unit and the geochemical, hydrogeological and atmospheric characteristics of its mineralogical composition may lead to different effective problems in human/plant/animal health and their living environments. Every detail is important in urban planning since the selection of gypsum areas as new settlement areas will cause problems in planning studies that increase with urbanization. These problems can be listed as foundation and drainage works in unplanned/out-of-plan construction works, constructions, which cannot be completed on time, safety problems that may arise due to the wrong material selection, and enabling the formation of new pollution areas [5, 30, 31]. While making site selection in these cases, if there is an area, which is zoned or will be zoned for construction, planning will be different according to them in the works to be done. Therefore, the reduction of costs and the correct orientation of investments can be ensured by examining the issues related to site selection and very large-scale events. Another important issue is related to carrying out scientific studies because different preparations will be made with different studies in site selection depending on the geological characteristics of gypsum, the parcel size of the building to be constructed, and building types. First of all, since the size of the area where the structure will be placed is different or the load to be imposed on the ground will be different depending on the size/number of floors of the buildings to be constructed, methods are selected accordingly and survey studies are initiated. If works are completed with correct planning when it comes to site selection, the gains brought along by them will be too much. However, in gypsum areas, the following natural hazards and environmental problems are generally observed.
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2.2.1. Leachate waters
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Surface waters or groundwaters contacting with gypsum lead to the dissolution of gypsum. Thus, the concentration of ion dissolved in water increases, and the water transmitted threatens the soil fertility and the life of living beings by leaking into the soil in the areas where it transmits. Furthermore, the waters brought by precipitation through washing the surfaced gypsum impair the quality of potable or tap waters and soil quality by mixing into surface waters and leaking into underground waters. In urban areas, corrosion, salinization, mineral transformation, and dissolution cause damage to the ground and structures in places where building foundations and substructure systems exist. As a result of this, safety problems arise in buildings or on the ground (Figures 2–5b,c). For example, hazardous leachate waters or gases in buried pipes damaged by corrosion erosion may mix into the soil and then underground waters, which means the formation of a source of pollution [5, 6].
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Figure 2.
Gypsum-based ground deformations in the southeast Sivas city (Turkey) (photos: Sevda Özel, 2018). (a) As the setting-collapse increases, the cavity (~1.0 × 2.5 m2) is filled with fill material (as a temporary measure) and (b) a newly formed dissolution area under the pavement (~0.3 × 0.5 m2).
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Figure 3.
Gypsum-based karst deformations in Sivas (Turkey) (photos: Sevda Özel 2013, 2015). (a) The collapse area, sinkholes, and the gypsum clastic soils in the east and northeast of Sivas. (b) The rockfalls in the northeast of Sivas.
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Figure 4.
(a) The erosions in the east of Hafik-Sivas (Turkey) (photo: Sevda Özel, 2013). (b) The gypsum clastic agricultural soils in the east and northeast of Sivas city (Turkey) (approximately 1–2 km away from the city) (photo: Sevda Özel, 2013).
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Figure 5.
(a) Gypsum samples collected from the northeast and south-southeast of Sivas (Turkey) (photo: Sevda Özel, 2005, 2007, and 2010). (b) Surfaced gypsum in the northeast of Sivas (Turkey) (photos: Sevda Özel, 2015) (c) Gypsum karstic deformation structures (cave, fracture, crack, collapse) from Hafik Formation in Sivas (Turkey) (photo: Sevda Özel, 2017).
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2.2.2. Subsidence/collapse/rock (block) fall
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If site selection is made or construction areas are selected for settlement purposes without getting engineering service, the problems of ground subsidence in gypsum areas, and rockfall in collapse areas and slope areas can be observed (Figures 2a, b, 3b and 5b, c) [3]. They have a negative impact on human life and lead to material and moral losses. For example, subsidence and cracks occur in foundation ground due to dissolution in the gypsum unit (with the contact of leachate water), and this may cause damage to buildings. However, the rockfall constitutes a safety problem (e.g., in road, highway, and railway routes) [13] (Figure 3b). Consequently, various structural damages (cracks, dissolution, collapse, sinkholes, doline, erosion, corrosion, rockfall, etc.) arise and are observed in the structures of the building (Figures 2–5b, c).
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2.2.3. Health and living environment of living beings
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Vegetation losses also occur with soil salinization occurring with leachate waters containing the high amounts of dissolved ions mixing into the water from gypsum as a result of the contact of gypsum with water in cover units on the edges or on gypsum. In this case, erosion may occur in these regions over time (Figures 4a and 5b, c). Therefore, all living beings including humans, and their living environments are damaged by these losses. Hence, low water-soil quality decreases and destroys the nutritional sources of living beings; soil-water pollution, as well as inadequate nutrition conditions, affect the health of living beings, and plant species may become extinct or decreased due to erosion (Figure 4a, b). Similarly, living beings may have to migrate to living environments where healthier and better opportunities exist. The health and living environments of living beings are impaired with these exposures in the dimension of the environmental problem.
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While discussing the dimensions of environmental impacts in terms of the settlement by reviewing the detailed characteristics of the environment, hydrogeological and hydrogeophysical investigations are important in this regard. In particular, it is necessary to perform well-planned field studies that determine shallow and deep geological/geophysical, hydrogeological and environmental impact characteristics of the gypsum karst region. Whether the Environmental Impact Assessment (EIA)/Strategic Environmental Impact Assessment (SEIA) is required, the identification of aquifers, the calculation of aquifer hydraulic parameters, and underground water-surface water information (feeding-discharge zones, the rate and direction of the flow of underground water, underground water level, the amounts of seasonal variations, hydrogeochemical properties of underground water and leachate waters, and underground water level maps) are necessary.
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The geological stratification status (thickness, depth, slope, topographic changes of layer limits, geological and geophysical parameters) should be calculated. In the detailed investigation of karst geomorphology, the necessary attention should be paid to the seismic activity status, seismic activity history, and meteorological and morphological characteristics of the region. With these studies, the limits of hazardous areas and the risks can be determined after geological-hydrogeological-hydrogeophysical characteristics of the environment are determined in site selection. Therefore, it is important to define geological environments well and choose the right calculation method in terms of the environmental impact analysis and the measures to be taken. In addition to these, these regions are also monitored periodically by monitoring network and sampling methods designed based on the success and environmental impact of measures taken according to detailed engineering geology/geophysics and environmental geotechnical inputs, and engineering properties of the field, as a result of the environmental impact assessment [4, 5, 6, 7, 32]. Thus, control mechanisms, management style, and other plans/projects can be prepared to take measures against risks and dangers within a scientific framework. Furthermore, site selection, natural hazards, environmental problems, and the monitoring studies of them show that it is necessary to maintain joint research with the relevant engineering and other disciplines and that the increase/improvement of environmental protection laws is important. Therefore, it will be important and useful to ensure that studies are not limited only with the top surface and subsurface studies and that necessary attention will be paid to shallow and deep investigations. Based on this idea, the examples of the creation of living environments that are less affected by gypsum-induced events will increase. Moreover, it should be taken into account that natural hazards and environmental impacts caused by gypsum are not only those that appear on the Earth’s surface and that there may also be ongoing problems under the ground. Accordingly, when natural hazards and environmental impacts specific to gypsum areas are examined, environmental problems and natural hazard/risk situations caused by gypsum in the site selection for settlement purposes and in the site selection of other human-made construction structures are listed below:
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2.2.3.1. Mineral transformations
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These transformations constitute an important environmental problem for deformations resulting from volume expansion and especially for settlement areas (such as structural damage) and agricultural-water areas. In addition to gypsum (CaSO42H2O), which is one of the minerals of the evaporite group, anhydride (CaSO4) and other minerals of the evaporite group are easily soluble when they contact with water (Figure 5a–c).
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In the event of the loss of water in the environment, these minerals may be recrystallized, new minerals may be formed by the displacement of ions, or minerals may transform into each other. For example, as gypsum (CaSO42H2O) absorbs heat (as temperature increases) depending on climate conditions, it loses water and may transform into gesso (CaSO4½H2O) and anhydride (CaSO4) units, respectively [3]. On the other hand, the melting temperature of gypsum is very high (about >100°C or about 700–1500°C), the dissolution temperature of gypsum is very low (about 0–50°C) [33, 34, 35]. For example, the solubility of gypsum in pure water at 20°C is 2.531 g/L [34, 36]. Gypsum is about 10–30 times more soluble than limestone, and it commonly has a lower mechanical strength [3, 15, 23, 33, 34]. However, between 0 and 30°C, the range encompassing most natural waters, the solubility of gypsum increases by 20%, reaching a maximum (about 2.66 g/L) at 43°C [34]. Therefore, sudden collapses in gypsum areas are a great danger for both life and property [3]. Therefore, the quality of water in the basins where the rock types formed by these minerals dominate is easily impaired, and surface and underground waters in which evaporite group minerals are dissolved are naturally polluted [4, 6, 38]. These polluted waters also pollute fertile soils if they leak into the soil.
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Evaporite units tend to expand and swell depending on their origin, and these unites may also involve areas where underground waters are collected, and the sources where underground waters rise to the surface [3]. Upon examining Figure 1 it is observed that, a shallow or deeper ground cover may develop or soil development may not occur at all in these areas. If the karstic area is surfaced, these areas are open to external factors (e.g. precipitation, wind, temperature) and processes (e.g. dissolution, erosion, deterioration). In this case, cracks in various directions, dense joint systems, melting areas, and various karstic structures begin to occur in gypsum areas. Moreover, larger fractures or new faults may occur as a result of seismic activity and collapse events. Furthermore, rock (block) fall events may also occur in rocks where slopes are perpendicular [12]. According to all these geological characteristics, significant ground problems are encountered in the existing buildings in the area or during and after new construction with the use or selection of gypsum areas as settlement areas (Figure 1a,b). These areas should be included in the class of areas with risky areas, especially if such areas continue to be selected as new settlement areas.
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2.2.3.2. Pollution
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There is always a risk of pollution in soil and underground/surface waters in gypsum areas. This pollution problem takes place as a result of salinization. Gypsum units may lead to salinization by ion decomposition resulting from the contact with water. Waters with the intense ion content formed during salinization threaten underground waters, surface waters, soil quality, and the life of plants, animals, and humans in the places of their passage, as leachate waters. In other words, leachates are the waters containing inorganic pollutants, and they also interact with other materials. This also reduces the existing underground/surface water quality and decreases the soil fertility, plant diversity, and the acquisition of fertile product [5, 6, 24, 27, 29]. The pollutants mixed in the soil also affect living beings in the soil, plants that grow/are grown in the soil, or living beings fed with these plants.
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2.2.3.3. Ground damage
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Since gypsum units geologically have swelling-expansion characteristics due to their mineralogical structure, they cause swelling in the ground. Thus, ground and structure deformations caused by the swelling of gypsum grounds, and material damages occur on superstructure grounds and in substructure systems (Figures 2a,b and 5b). In these situations that endanger the safety of buildings, the life of human and living beings will also be under risk due to the safety problem (Figure 2). On the other hand, gypsum units may also be covered with alluvial units in some places. In this case, similar ground swelling problems may occur if units with swelling properties like clay are found in the alluvial filling material. Therefore, it is necessary to control leachate and underground waters in the construction areas in both cases.
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2.2.3.4. Corrosion
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Corrosion may occur on the grounds of gypsum areas and in the immediate vicinity of them, and in structures (Figure 5b). In particular, there is a corrosive effect on installation, building foundation, and substructures. It leads to rapid deterioration, and rusting and corrosion of materials in buildings and substructure pipe systems. Underground corrosion results from chloride (Cl) dissolved from the evaporite units in the caves in the soil, sulfate salts (SO4), and dissolved gaseous oxygen (O). As a result of the fact that these dissolved ions cause stress difference in metal and electrolyte, they are oxidized to the metal ion in the anode or realize the corrosion (on the micro- or macroscale) event by passing into the solution as a metal ion [39]. Therefore, corrosion is one of the environmental problems arising from the gypsum unit since it causes damage to structures, building systems, and soil.
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2.2.3.5. Karst structures
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They pose a threat to people and structures or to agriculture and water areas in and near settlement areas in places where karst-type structures such as fractures/cracks, dissolution caves, and dissolution channels develop [28, 40] (Figures 2–5b,c). In the regions with intense collapses, hazardous areas that cause a safety problem for human and other living things emerge. Furthermore, agricultural areas, water resources, road routes, as well as settlement areas are also damaged. Therefore, a safety problem exists not only in settlement areas and in the immediate vicinity of them but also outside of them, and it affects the lives of all living beings. Furthermore, these problems also pose risks to national economies.
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2.2.3.6. Seismic activity
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It is also important to monitor seismic activity in and around these areas. In a region which is active in terms of seismicity, fractures, faults, and subsidence dissolution caves/areas in gypsum units, and changes in underground water levels should be monitored because new deformations may develop over time and new dissolution caves/areas may also occur (Figures 1a and 5b, c).
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New problems will be added to the existing problems if all these natural and environmental factors that have an impact on the sustainability of the environment and the quality of life of all kinds of living beings are not determined, and hazards, risks and other problems that may arise are not kept under control in time. Therefore, the attempts of regional or local authorities to maintain environmentalist works, as well as at the dimension of countries, and the compliance with the EIA/SEIA reports in constructions are important for the sustainability of the quality of life.
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3. Conclusions
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In this study in which geological and geomorphological and natural and environmental risks in gypsum areas were examined, natural hazards, environmental problems, and risk situation were dissociated and discussed. In other words, upon evaluating the available data, it was suggested that the problems arising from the gypsum karst may occur and may increase over time with the contributions of the intense seismic activity, geological units specific to karstic environments, heavy rainfall due to erosion, and occasional human interventions. On the other hand, all events such as soil and water pollution caused by gypsum in evaporite areas, salinization in the soil, and underground/surface waters as a result of the dissolution of gypsum, corrosion on the ground and structures, swelling and collapses on the ground, and the development of various karstic structures (dissolution/erosion/collapse areas, caves, fractures, cracks, etc.) underground were described as environmental problems. The hazards, environmental problems, and risks that may arise in gypsum areas, in the site selection of settlement areas due to urbanization and population growth were also emphasized.
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In conclusion, it was strongly emphasized that gypsum areas with all types of features specific to karstic areas are risky areas in terms of natural hazards and environmental problems and that they would also maintain various environmental problems in the future. Accordingly, it was proposed for countries and regional and local authorities to prepare various risk maps showing the limits of hazardous and safe areas for the prevention of economic losses and the sustainability of all living things, to be always sensitive to environmental hazards within these limits, and to carry out monitoring studies. Furthermore, since the amount of dissolution and damaged area in gypsum may increase under the effect of water over time, these areas are defined as risky areas for settlement in geological engineering studies. Therefore, it will be useful always to pay the necessary attention to foundation engineering because, in the future, corrosive areas that will cause damage to the structure and ground in the foundation of the structure may occur and decompose concrete and building systems, and grounds may collapse by dissolution. Therefore, it would be useful to be cautious in geologically gypsum areas since natural hazards and environmental problems will always pose risks in these areas.
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\n\n',keywords:"gypsum, karst, Sivas (Turkey), natural hazard, environment",chapterPDFUrl:"https://cdn.intechopen.com/pdfs/65377.pdf",chapterXML:"https://mts.intechopen.com/source/xml/65377.xml",downloadPdfUrl:"/chapter/pdf-download/65377",previewPdfUrl:"/chapter/pdf-preview/65377",totalDownloads:821,totalViews:0,totalCrossrefCites:0,dateSubmitted:"September 19th 2018",dateReviewed:"December 20th 2018",datePrePublished:"May 13th 2019",datePublished:"August 28th 2019",dateFinished:"January 28th 2019",readingETA:"0",abstract:"This study includes natural hazards and environmental problems caused by gypsum on and near the soil, water, and structures. These are karst-specific deformations (caves, fractures, cracks) naturally occurring in gypsum areas, and the problems of salinization, corrosion, erosion, soil and water pollution that occur as a result of dissolution caused by the contact of gypsum with water. In particular, it has been determined that various transfer routes/lines that facilitate human life cause problems on substructures/superstructures resulting from their passage in gypsum areas or on substructures/superstructures (road, buried pipe, building) resulting from the spread of urbanization on this unit, and these have various risks. As a result of these events that have been proven by various studies, it has also been observed that gypsum causes natural hazards and has environmental impacts on human/plant/animal life and living environments and it has also been determined that the quality and sustainability of life/living environment decreased. Therefore, in this study, it has been put forward that gypsum areas pose a risk for the life of all kinds of living beings and that the choice of gypsum areas in the site selection for urbanization will always be risky with respect to natural hazards and environmental problems.",reviewType:"peer-reviewed",bibtexUrl:"/chapter/bibtex/65377",risUrl:"/chapter/ris/65377",signatures:"Sevda Özel",book:{id:"8011",type:"book",title:"Natural Hazards",subtitle:"Risk, Exposure, Response, and Resilience",fullTitle:"Natural Hazards - Risk, Exposure, Response, and Resilience",slug:"natural-hazards-risk-exposure-response-and-resilience",publishedDate:"August 28th 2019",bookSignature:"John P. Tiefenbacher",coverURL:"https://cdn.intechopen.com/books/images_new/8011.jpg",licenceType:"CC BY 3.0",editedByType:"Edited by",isbn:"978-1-78984-086-5",printIsbn:"978-1-78984-085-8",pdfIsbn:"978-1-78985-441-1",isAvailableForWebshopOrdering:!0,editors:[{id:"73876",title:"Dr.",name:"John P.",middleName:null,surname:"Tiefenbacher",slug:"john-p.-tiefenbacher",fullName:"John P. Tiefenbacher"}],productType:{id:"1",title:"Edited Volume",chapterContentType:"chapter",authoredCaption:"Edited by"}},authors:[{id:"276119",title:"Dr.",name:"Sevda",middleName:null,surname:"Özel",fullName:"Sevda Özel",slug:"sevda-ozel",email:"svd.zel@gmail.com",position:null,profilePictureURL:"https://mts.intechopen.com/storage/users/276119/images/8168_n.jpg",institution:null}],sections:[{id:"sec_1",title:"1. Introduction",level:"1"},{id:"sec_2",title:"2. Natural hazards environmental problems in gypsum karst regions",level:"1"},{id:"sec_2_2",title:"2.1. Regional features of gypsum karst morphology in the study area and its surroundings: examples from Sivas (Turkey)",level:"2"},{id:"sec_3_2",title:"2.2. Natural hazards and environmental problems caused by gypsum areas",level:"2"},{id:"sec_3_3",title:"2.2.1. Leachate waters",level:"3"},{id:"sec_4_3",title:"2.2.2. Subsidence/collapse/rock (block) fall",level:"3"},{id:"sec_5_3",title:"2.2.3. Health and living environment of living beings",level:"3"},{id:"sec_5_4",title:"2.2.3.1. Mineral transformations",level:"4"},{id:"sec_6_4",title:"2.2.3.2. Pollution",level:"4"},{id:"sec_7_4",title:"2.2.3.3. Ground damage",level:"4"},{id:"sec_8_4",title:"2.2.3.4. Corrosion",level:"4"},{id:"sec_9_4",title:"2.2.3.5. Karst structures",level:"4"},{id:"sec_10_4",title:"2.2.3.6. Seismic activity",level:"4"},{id:"sec_14",title:"3. Conclusions",level:"1"}],chapterReferences:[{id:"B1",body:'Sevil J, Gutiérreza F, Zarrocab M, Desira G, Carbonela D, Guerreroa J, et al. Sinkhole investigation in an urban area by trenching in combination with GPR, ERT and high-precision leveling. Mantled evaporite karst of Zaragoza city, NE Spain. Engineering Geology. 2017;231:9-20. DOI: 10.1016/j.enggeo.2017.10.009\n'},{id:"B2",body:'Carbonel D, Rodríguez-Tribaldos V, Gutiérrez F, Galve JP, Guerrero J, Zarroca M, et al. Investigating a damaging buried sinkhole cluster in an urban area (Zaragoza city, NE Spain) integrating multiple techniques: Geomorphological surveys, DInSAR, DEMs, GPR, ERT, and trenching. Geomorphology. 2015;229:3-16. DOI: 10.1016/j.geomorph.2014.02.007\n'},{id:"B3",body:'Darıcı N, Özel S. Examination of the structural characteristics arising in gypsums by the GPR and MASW methods (Sivas, Turkey). Natural Hazards. 2018;93:1-16. DOI: 10.1007/s11069-018-3320-1\n'},{id:"B4",body:'Atmaca E. Examination and replanning of solid waste manegement of Sivas citiy center [thesis]. Sivas, Turkey: Cumhuriyet University Graduate School of Natural and Applied Sciences Department of Engineering; 2004\n'},{id:"B5",body:'Özel S. Investigating with Geophysical Methods of Spreading Inside the Underground of the Leachates of the sivas city solid waste disposal area [thesis]. Sivas, Turkey: Cumhuriyet University, Graduate School of Natural and Applied Sciences Department of Geophysical Engineering; 2010\n'},{id:"B6",body:'Özel S, Yılmaz A, Candansayar ME. The Examination of the spread of the leachates coming out of a solid waste disposal area on the ground with geophysical and geochemical methods (Sivas, Turkey). Journal of Applied Geophysics. 2017;138:40-49. DOI: 10.1016/j.jappgeo.2017.01.013\n'},{id:"B7",body:'Yılmaz A. Çevre Jeolojisi. Sivas, Turkey: Cumhuriyet Üniversitesi Mühendislik Fakültesi Yayın; 2008.Vol. 107. 379 p\n'},{id:"B8",body:'Yılmaz A. Çevre Jeotekniği. Sivas, Turkey: Cumhuriyet Üniversitesi Mühendislik Fakültesi Yayın; 2009a.Vol. 116. 276 p\n'},{id:"B9",body:'Duvarcı E. Rejyonal Jeoelektrik Haritaları Projesi: Sivas Tersiyer Havzası Özdirenç Etüdü. Report no: 9701, 20. Ankara, Turkey: General Directorate of Mineral Research and Exploration (MTA) Publications; 1994\n'},{id:"B10",body:'Toshioka T, Tsuchida T, Sasahara K. Application of GPR to detecting and mapping cracks in rock slopes. Journal of Applied Geophysics. 1995;33:119-124\n'},{id:"B11",body:'Tanıdır R, Karlı R. Türkiye Rejyonal Elektrik Haritalar Projesi. Report no: 9868. Ankara, Turkey: General Directorate of Mineral Research and Exploration (MTA); 1996\n'},{id:"B12",body:'MTA. Sivas ve civarının mühendislik jeolojisi haritası. Sivas, Turkey: General Directorate of Mineral Research and Exploration (MTA) Publications, MTA Orta Anadolu I. Bölge Müdürlüğü; 1996\n'},{id:"B13",body:'MTA. Sivas kentinin çevre jeolojisi ve doğal kaynakları. Sivas, Turkey: General Directorate of Mineral Research and Exploration (MTA) Publications, MTA Orta Anadolu I. Bölge Müdürlüğü; 1997\n'},{id:"B14",body:'Xavier D, Odile A. GPR and Seismic imaging in a gypsum quarry. Journal of Applied Geophysics. 2000;45:157-169\n'},{id:"B15",body:'Waltham T, Cooper A. Features of gypsum caves and karst at Pinega (Russia) and Ripon (England). Cave and Karst Science. Transactions of the British Cave Res Assoc. 1998;25(3):131-140\n'},{id:"B16",body:'Xu C, Butt SD. Evaluation of MASW techniques to image steeply dipping cavities in laterally inhomogeneous terrain. Journal of Applied Geophysics. 2006;59:106-116. DOI: 10.1007/s12665-018-7660-7\n'},{id:"B17",body:'Yılmaz A. Tokat (Dumanlıdağı) ile Sivas (Çeltekdağı) dolaylarının temel jeoloji özellikleri ve ofiyolitli karışığın konumu. Maden Tetkik ve Arama Dergisi. 1984;99(100):1-18. Ankara, Turkey\n'},{id:"B18",body:'Yılmaz A, Yılmaz H. Characteristic features and structural evolution of a post collisional basin: The Sivas Basin, Central Anatolia, Turkey. Journal of Asian Earth Sciences. 2005;27:164-176\n'},{id:"B19",body:'Aktimur T, Atalay Z, Ates S, Tekirli ME, Yurdakul ME. Geology of Area in the Between Çavuşdag ile Munzur Mountains. Ankara, Turkey: MTA (Mineral Research & Exploration General Directorate) Report; 1988. Vol. 8320 p. 102\n'},{id:"B20",body:'Dinçer H, Zeybek Hİ. Doline topography on the northeast of Sivas city. SOBİDER. Journal of Social Sciences. 2017;17(4):531-542\n'},{id:"B21",body:'Ayaz E. Sivas yöresinin karmaşık jeolojik yapısına bağlı olarak gelişen önemli maden yatakları ve MTA’nın Sivas yöresindeki yeni bulguları. MTA Doğal Kaynaklar ve Ekonomi Bülteni. 2013;16(13):65-87, General Directorate of Mineral Research and Exploration (MTA) Publications, Ankara, Turkey\n'},{id:"B22",body:'Doğan U, Özel S. Gypsum karst and its evolution east of Hafik (Sivas, Turkey). Geomorphology. 2005;71:373-388. DOI: 10.1016/j.geomorph.2005.04.009\n'},{id:"B23",body:'Hadimli H, Bulut İ. The land use, its problems and organisation in karstic areas. Ankara University TUCAUM 5. National Geography Symposium), 16-17 October 2008, Proceedings Book, Ankara, Turkey. 2009:39-48\n'},{id:"B24",body:'Doğan U, Yeşilyurt S. Gypsum karst south of İmranlı, Sivas, Turkey. Cave and Karst Sciences. 2004;31:1\n'},{id:"B25",body:'Günay G. Gypsum karst, Sivas, Turkey. Environmental Geology. 2002;42:387-398. DOI 10.1007/s00254-002-0532-0\n'},{id:"B26",body:'Karacan E, Yılmaz I. Collapse dolines in miocene gypsum: an example from SW Sivas (Turkey). Environmental Geology. 1997;29:(3/4)\n'},{id:"B27",body:'Ulugergerli E, Akca I. Detection of cavities in gypsum. Journal of Balkan Geophysical Society. 2006;9:8-19\n'},{id:"B28",body:'Darıcı N. Investigation of in gypsum developing structural features with ground penetrating radar (GPR) and multi channel analysis of surface waves (MASW) methods [Master Thesis]. Sivas, Turkey: Cumhuriyet University, Institute of Science, Department of Geophysical Engineering; 2015\n'},{id:"B29",body:'Yılmaz I. GIS based susceptibility mapping of karst depression in gypsum: A case study from Sivas basin (Turkey). Engineering Geology. 2007;90:89-103\n'},{id:"B30",body:'Martínez-Moreno FJ, Galindo-Zaldívar J, Pedrera A, González-Castillo L, Ruano P, Calaforra JM, et al. Detecting gypsum caves with microgravity and ERT under soil water content variations (Sorbas, SE Spain). Engineering Geology. 2015;193:38-48. DOI: 10.1016/j.enggeo.2015.04.011\n'},{id:"B31",body:'Zini L, Calligaris C, Forte E, Petronio L, Zavagno E, Boccali C, et al. A multidisciplinary approach in sinkhole analysis: The Quinis village case study (NE-Italy). Engineering Geology. 2015;197:32-144. DOI: 10.1016/j.enggeo.2015.07.004\n'},{id:"B32",body:'Gutiérrez F, Parise M, DeWaele J, Jourde H. A review on natural and human-induced geohazards and impacts in karst. Earth-Science Reviews. 2014;138:61-88. DOİ: /10.1016/j.earscirev.2014.08.002\n'},{id:"B33",body:'Yılmaz A. Çevresel Etki Değerlendirme. Cumhuriyet Üniversitesi Mühendislik Fakültesi Yayın No: 110, 275p,Sivas, Turkey; 2008b\n'},{id:"B34",body:'Bögli A. Karst hydrology and physical speleology. Springer, Berlin, p284; 1980\n'},{id:"B35",body:'Klimchouk A. The dissolution and conversıon of gypsum and anhydrite. Int J Speleol. 1996;25(3-4):21-36. DOI: 10.5038/1827-806X.25.3.2\n'},{id:"B36",body:'Brandt F, Bosbach D. Bassanite (CaSO4 0.5H2O) dissolution and gypsum (CaSO4 2H2O) precipitation in the presence of cellulose ethers. Journal of Crystal Growth. 2001;233:837-845\n'},{id:"B37",body:'Gutiérrez F, Parise M, DeWaele J, Jourde H. A reviewon natural and human-induced geohazards and impacts in karst. Earth-Science Reviews. 2014;138:61-88. DOI: /10.1016/j.earscirev.2014.08.002\n'},{id:"B38",body:'Waltham T, Cooper A. Features of gypsum caves and karst at Pinega (Russia) and Ripon (England). Transactions of the British Cave Res Assoc, Cave and Karst Sci. 1998;25(3)\n'},{id:"B39",body:'Yılmaz A, Atmaca E. Environmental geological assessment of a solid waste disposal site: a case study in Sivas, Turkey. Environ Geology. 2006;50:677-689. DOI: 10.1007/s00254-006-0241-1\n'},{id:"B40",body:'Candansayar ME, Demirel C. Boru hatları ve korozyon etütlerinde jeofizik çalışmalar. Antalya, Turkey. TMMOB Jeofizik Mühendisleri Odası Ali Keçeli Jeofizik-Jeoteknik Çalıştayı Bildiriler Kitabı; 2015\n'}],footnotes:[],contributors:[{corresp:"yes",contributorFullName:"Sevda Özel",address:"svd.zel@gmail.com",affiliation:'
Department of Geophysical Engineering, Cumhuriyet University, Sivas, Turkey
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The company was founded in Vienna in 2004 by Alex Lazinica and Vedran Kordic, two PhD students researching robotics. While completing our PhDs, we found it difficult to access the research we needed. So, we decided to create a new Open Access publisher. A better one, where researchers like us could find the information they needed easily. The result is IntechOpen, an Open Access publisher that puts the academic needs of the researchers before the business interests of publishers.
",metaTitle:"Our story",metaDescription:"The company was founded in Vienna in 2004 by Alex Lazinica and Vedran Kordic, two PhD students researching robotics. While completing our PhDs, we found it difficult to access the research we needed. So, we decided to create a new Open Access publisher. A better one, where researchers like us could find the information they needed easily. The result is IntechOpen, an Open Access publisher that puts the academic needs of the researchers before the business interests of publishers.",metaKeywords:null,canonicalURL:"/page/our-story",contentRaw:'[{"type":"htmlEditorComponent","content":"
We started by publishing journals and books from the fields of science we were most familiar with - AI, robotics, manufacturing and operations research. Through our growing network of institutions and authors, we soon expanded into related fields like environmental engineering, nanotechnology, computer science, renewable energy and electrical engineering, Today, we are the world’s largest Open Access publisher of scientific research, with over 4,200 books and 54,000 scientific works including peer-reviewed content from more than 116,000 scientists spanning 161 countries. Our authors range from globally-renowned Nobel Prize winners to up-and-coming researchers at the cutting edge of scientific discovery.
\\n\\n
In the same year that IntechOpen was founded, we launched what was at the time the first ever Open Access, peer-reviewed journal in its field: the International Journal of Advanced Robotic Systems (IJARS).
\\n\\n
The IntechOpen timeline
\\n\\n
2004
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Intech Open is founded in Vienna, Austria, by Alex Lazinica and Vedran Kordic, two PhD students, and their first Open Access journals and books are published.
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Alex and Vedran launch the first Open Access, peer-reviewed robotics journal and IntechOpen’s flagship publication, the International Journal of Advanced Robotic Systems (IJARS).
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2005
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IntechOpen publishes its first Open Access book: Cutting Edge Robotics.
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2006
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IntechOpen publishes a special issue of IJARS, featuring contributions from NASA scientists regarding the Mars Exploration Rover missions.
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2008
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Downloads milestone: 200,000 downloads reached
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2009
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Publishing milestone: the first 100 Open Access STM books are published
\\n
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2010
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Downloads milestone: one million downloads reached
\\n\\t
IntechOpen expands its book publishing into a new field: medicine.
\\n
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2011
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Publishing milestone: More than five million downloads reached
\\n\\t
IntechOpen publishes 1996 Nobel Prize in Chemistry winner Harold W. Kroto’s “Strategies to Successfully Cross-Link Carbon Nanotubes”. Find it here.
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IntechOpen and TBI collaborate on a project to explore the changing needs of researchers and the evolving ways that they discover, publish and exchange information. The result is the survey “Author Attitudes Towards Open Access Publishing: A Market Research Program”.
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IntechOpen hosts SHOW - Share Open Access Worldwide; a series of lectures, debates, round-tables and events to bring people together in discussion of open source principles, intellectual property, content licensing innovations, remixed and shared culture and free knowledge.
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2012
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Publishing milestone: 10 million downloads reached
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IntechOpen holds Interact2012, a free series of workshops held by figureheads of the scientific community including Professor Hiroshi Ishiguro, director of the Intelligent Robotics Laboratory, who took the audience through some of the most impressive human-robot interactions observed in his lab.
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2013
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IntechOpen joins the Committee on Publication Ethics (COPE) as part of a commitment to guaranteeing the highest standards of publishing.
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2014
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IntechOpen turns 10, with more than 30 million downloads to date.
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IntechOpen appoints its first Regional Representatives - members of the team situated around the world dedicated to increasing the visibility of our authors’ published work within their local scientific communities.
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2015
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Downloads milestone: More than 70 million downloads reached, more than doubling since the previous year.
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Publishing milestone: IntechOpen publishes its 2,500th book and 40,000th Open Access chapter, reaching 20,000 citations in Thomson Reuters ISI Web of Science.
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40 IntechOpen authors are included in the top one per cent of the world’s most-cited researchers.
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Thomson Reuters’ ISI Web of Science Book Citation Index begins indexing IntechOpen’s books in its database.
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2016
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IntechOpen is identified as a world leader in Simba Information’s Open Access Book Publishing 2016-2020 report and forecast. IntechOpen came in as the world’s largest Open Access book publisher by title count.
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2017
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Downloads milestone: IntechOpen reaches more than 100 million downloads
\\n\\t
Publishing milestone: IntechOpen publishes its 3,000th Open Access book, making it the largest Open Access book collection in the world
We started by publishing journals and books from the fields of science we were most familiar with - AI, robotics, manufacturing and operations research. Through our growing network of institutions and authors, we soon expanded into related fields like environmental engineering, nanotechnology, computer science, renewable energy and electrical engineering, Today, we are the world’s largest Open Access publisher of scientific research, with over 4,200 books and 54,000 scientific works including peer-reviewed content from more than 116,000 scientists spanning 161 countries. Our authors range from globally-renowned Nobel Prize winners to up-and-coming researchers at the cutting edge of scientific discovery.
\n\n
In the same year that IntechOpen was founded, we launched what was at the time the first ever Open Access, peer-reviewed journal in its field: the International Journal of Advanced Robotic Systems (IJARS).
\n\n
The IntechOpen timeline
\n\n
2004
\n\n
\n\t
Intech Open is founded in Vienna, Austria, by Alex Lazinica and Vedran Kordic, two PhD students, and their first Open Access journals and books are published.
\n\t
Alex and Vedran launch the first Open Access, peer-reviewed robotics journal and IntechOpen’s flagship publication, the International Journal of Advanced Robotic Systems (IJARS).
\n
\n\n
2005
\n\n
\n\t
IntechOpen publishes its first Open Access book: Cutting Edge Robotics.
\n
\n\n
2006
\n\n
\n\t
IntechOpen publishes a special issue of IJARS, featuring contributions from NASA scientists regarding the Mars Exploration Rover missions.
\n
\n\n
2008
\n\n
\n\t
Downloads milestone: 200,000 downloads reached
\n
\n\n
2009
\n\n
\n\t
Publishing milestone: the first 100 Open Access STM books are published
\n
\n\n
2010
\n\n
\n\t
Downloads milestone: one million downloads reached
\n\t
IntechOpen expands its book publishing into a new field: medicine.
\n
\n\n
2011
\n\n
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Publishing milestone: More than five million downloads reached
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IntechOpen publishes 1996 Nobel Prize in Chemistry winner Harold W. Kroto’s “Strategies to Successfully Cross-Link Carbon Nanotubes”. Find it here.
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IntechOpen and TBI collaborate on a project to explore the changing needs of researchers and the evolving ways that they discover, publish and exchange information. The result is the survey “Author Attitudes Towards Open Access Publishing: A Market Research Program”.
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IntechOpen hosts SHOW - Share Open Access Worldwide; a series of lectures, debates, round-tables and events to bring people together in discussion of open source principles, intellectual property, content licensing innovations, remixed and shared culture and free knowledge.
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2012
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Publishing milestone: 10 million downloads reached
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IntechOpen holds Interact2012, a free series of workshops held by figureheads of the scientific community including Professor Hiroshi Ishiguro, director of the Intelligent Robotics Laboratory, who took the audience through some of the most impressive human-robot interactions observed in his lab.
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2013
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IntechOpen joins the Committee on Publication Ethics (COPE) as part of a commitment to guaranteeing the highest standards of publishing.
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2014
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IntechOpen turns 10, with more than 30 million downloads to date.
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IntechOpen appoints its first Regional Representatives - members of the team situated around the world dedicated to increasing the visibility of our authors’ published work within their local scientific communities.
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2015
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Downloads milestone: More than 70 million downloads reached, more than doubling since the previous year.
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Publishing milestone: IntechOpen publishes its 2,500th book and 40,000th Open Access chapter, reaching 20,000 citations in Thomson Reuters ISI Web of Science.
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40 IntechOpen authors are included in the top one per cent of the world’s most-cited researchers.
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Thomson Reuters’ ISI Web of Science Book Citation Index begins indexing IntechOpen’s books in its database.
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2016
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IntechOpen is identified as a world leader in Simba Information’s Open Access Book Publishing 2016-2020 report and forecast. IntechOpen came in as the world’s largest Open Access book publisher by title count.
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2017
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Downloads milestone: IntechOpen reaches more than 100 million downloads
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Publishing milestone: IntechOpen publishes its 3,000th Open Access book, making it the largest Open Access book collection in the world
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\n"}]},successStories:{items:[]},authorsAndEditors:{filterParams:{sort:"featured,name"},profiles:[],filtersByRegion:[],offset:0,limit:12,total:null},chapterEmbeded:{data:{}},editorApplication:{success:null,errors:{}},ofsBooks:{filterParams:{hasNoEditors:"1",sort:"ebgfFaeGuveeFgfcChcyvfu"},books:[],filtersByTopic:[],offset:0,limit:12,total:null},popularBooks:{featuredBooks:[],offset:0,limit:12,total:null},hotBookTopics:{hotBooks:[],offset:0,limit:12,total:null},publish:{},publishingProposal:{success:null,errors:{}},books:{featuredBooks:[],latestBooks:[]},subject:{topic:{id:"680",title:"Mathematical Modeling",slug:"engineering-acoustical-engineering-mathematical-modeling",parent:{id:"110",title:"Acoustical Engineering",slug:"engineering-acoustical-engineering"},numberOfBooks:1,numberOfSeries:0,numberOfAuthorsAndEditors:27,numberOfWosCitations:8,numberOfCrossrefCitations:8,numberOfDimensionsCitations:19,videoUrl:null,fallbackUrl:null,description:null},booksByTopicFilter:{topicId:"680",sort:"-publishedDate",limit:12,offset:0},booksByTopicCollection:[{type:"book",id:"5708",title:"Computational and Experimental Studies of Acoustic Waves",subtitle:null,isOpenForSubmission:!1,hash:"518d2ac3c49f5c4c48d4f3f3b0729232",slug:"computational-and-experimental-studies-of-acoustic-waves",bookSignature:"Mahmut Reyhanoglu",coverURL:"https://cdn.intechopen.com/books/images_new/5708.jpg",editedByType:"Edited by",editors:[{id:"15068",title:"Dr.",name:"Mahmut",middleName:null,surname:"Reyhanoglu",slug:"mahmut-reyhanoglu",fullName:"Mahmut Reyhanoglu"}],equalEditorOne:null,equalEditorTwo:null,equalEditorThree:null,productType:{id:"1",chapterContentType:"chapter",authoredCaption:"Edited by"}}],booksByTopicTotal:1,seriesByTopicCollection:[],seriesByTopicTotal:0,mostCitedChapters:[{id:"56872",doi:"10.5772/intechopen.70590",title:"Acoustic Wave Monitoring of Fluid Dynamics in the Rock Massif with Anomaly Density, Stressed and Plastic Hierarchic Inclusions",slug:"acoustic-wave-monitoring-of-fluid-dynamics-in-the-rock-massif-with-anomaly-density-stressed-and-plas",totalDownloads:1098,totalCrossrefCites:1,totalDimensionsCites:5,abstract:"The geological environment is an open system, on which external and internal factors act. They lead it to an unstable state, which, as a rule, manifests itself locally in the form of zones, called dynamically active elements, which are indicators of potential catastrophic sources. These objects differ from the host geological environment by structural forms, which are often forming of a hierarchical type. The process of their activation can be observed using monitoring with wave fields, for mathematical support of which new modeling algorithms have been developed using the method of integral and integral-differential equations. A new approach to the interpretation of wave fields has been developed, to determine contours or surfaces of locally stressed hierarchical objects. An iterative process of solving the theoretical inverse problem for the case of determining configurations of 2D hierarchical inclusions of the k-th rank is developed. When interpreting monitoring results, it is necessary to use data from such monitoring systems that are tuned to study the hierarchical structure of the environment.",book:{id:"5708",slug:"computational-and-experimental-studies-of-acoustic-waves",title:"Computational and Experimental Studies of Acoustic Waves",fullTitle:"Computational and Experimental Studies of Acoustic Waves"},signatures:"Olga Hachay and Andrey Khachay",authors:[{id:"150801",title:"Prof.",name:"Olga",middleName:"Alexandrovna",surname:"Hachay",slug:"olga-hachay",fullName:"Olga Hachay"},{id:"219182",title:"MSc.",name:"Andrey",middleName:null,surname:"Khachay",slug:"andrey-khachay",fullName:"Andrey Khachay"}]},{id:"57258",doi:"10.5772/intechopen.71203",title:"Sound Waves in Complex (Dusty) Plasmas",slug:"sound-waves-in-complex-dusty-plasmas",totalDownloads:1382,totalCrossrefCites:5,totalDimensionsCites:5,abstract:"Wave properties of strongly coupled complex dusty (SCCD) plasmas evaluated using the equilibrium molecular dynamics (EMD) simulation technique. In this work, the plasma normalized longitudinal current correlation function CL(k,t) and transverse current CT(k,t) are calculated for a large range of plasma parameters of Coulomb coupling parameter (Γ) and screening strength (κ) with varying wave’s number (k). In EMD simulations, we have analysed different modes of wave propagation in SCCD plasmas with increasing and decreasing sequences of different combinations of plasmas parameters (κ, Γ) at varying simulation time step (Δt). Our simulation results show that the fluctuation of waves increases with an increase of Γ and decreases with increasing κ. Additional test shows that the presented results for waves are slightly dependent on number of particles (N). The amplitude and time period of CL(k,t) and CT(k,t) also depend on different influenced parameters of κ, Γ, k and N. The new results obtained through the presented EMD method for complex dusty plasma discussed and compared with earlier simulation results based on different numerical methods. It is demonstrated that the presented model is the best tool for estimating the behaviour of waves in strongly coupled complex system (dusty plasmas) over a suitable range of parameters.",book:{id:"5708",slug:"computational-and-experimental-studies-of-acoustic-waves",title:"Computational and Experimental Studies of Acoustic Waves",fullTitle:"Computational and Experimental Studies of Acoustic Waves"},signatures:"Aamir Shahzad, Muhammad Asif Shakoori, Maogang He and Sajid\nBashir",authors:[{id:"288354",title:"Dr.",name:"Aamir",middleName:null,surname:"Shahzad",slug:"aamir-shahzad",fullName:"Aamir Shahzad"}]},{id:"58101",doi:"10.5772/intechopen.72215",title:"Wave Propagation in Porous Materials",slug:"wave-propagation-in-porous-materials",totalDownloads:1547,totalCrossrefCites:1,totalDimensionsCites:5,abstract:"This chapter provides different models for the acoustic wave propagation in porous materials having a rigid and an elastic frames. The direct problem of reflection and transmission of acoustic waves by a slab of porous material is studied. The inverse problem is solved using experimental reflected and transmitted signals. Both high- and low-frequency domains are studied. Different acoustic methods are proposed for measuring physical parameters describing the acoustic propagation as porosity, tortuosity, viscous and thermal characteristic length, and flow resistivity. Some advantages and perspectives of this method are discussed.",book:{id:"5708",slug:"computational-and-experimental-studies-of-acoustic-waves",title:"Computational and Experimental Studies of Acoustic Waves",fullTitle:"Computational and Experimental Studies of Acoustic Waves"},signatures:"Zine El Abiddine Fellah, Mohamed Fellah, Claude Depollier, Erick\nOgam and Farid G. Mitri",authors:[{id:"143693",title:"Dr.",name:"Zine El Abiddine",middleName:null,surname:"Fellah",slug:"zine-el-abiddine-fellah",fullName:"Zine El Abiddine Fellah"},{id:"144519",title:"Prof.",name:"Claude",middleName:null,surname:"Depollier",slug:"claude-depollier",fullName:"Claude Depollier"},{id:"178778",title:"Prof.",name:"Mohamed",middleName:null,surname:"Fellah",slug:"mohamed-fellah",fullName:"Mohamed Fellah"},{id:"209074",title:"Dr.",name:"Erick",middleName:null,surname:"Ogam",slug:"erick-ogam",fullName:"Erick Ogam"},{id:"227468",title:"Dr.",name:"Farid G",middleName:null,surname:"Mitri",slug:"farid-g-mitri",fullName:"Farid G Mitri"}]},{id:"57674",doi:"10.5772/intechopen.71647",title:"Optimized Finite Difference Methods for Seismic Acoustic Wave Modeling",slug:"optimized-finite-difference-methods-for-seismic-acoustic-wave-modeling",totalDownloads:1509,totalCrossrefCites:1,totalDimensionsCites:3,abstract:"The finite difference (FD) methods are widely used for approximating the partial derivatives in the acoustic/elastic wave equation. Grid dispersion is one of the key numerical problems and will directly influence the accuracy of the result because of the discretization of the partial derivatives in the wave equation. Therefore, it is of great importance to suppress the grid dispersion by optimizing the FD coefficient. Various optimized methods are introduced in this chapter to determine the FD coefficient. Usually, the identical staggered grid finite difference operator is used for all of the first-order spatial derivatives in the first-order wave equation. In this chapter, we introduce a new staggered grid FD scheme which can improve the efficiency while still preserving high accuracy for the first-order acoustic/elastic wave equation modeling. It uses different staggered grid FD operators for different spatial derivatives in the first-order wave equation. The staggered grid FD coefficients of the new FD scheme can be obtained with a linear method. At last, numerical experiments were done to demonstrate the effectiveness of the introduced method.",book:{id:"5708",slug:"computational-and-experimental-studies-of-acoustic-waves",title:"Computational and Experimental Studies of Acoustic Waves",fullTitle:"Computational and Experimental Studies of Acoustic Waves"},signatures:"Yanfei Wang and Wenquan Liang",authors:[{id:"218676",title:"Prof.",name:"Yanfei",middleName:null,surname:"Wang",slug:"yanfei-wang",fullName:"Yanfei Wang"}]},{id:"57603",doi:"10.5772/intechopen.71411",title:"In-Fiber Acousto-Optic Interaction Based on Flexural Acoustic Waves and Its Application to Fiber Modulators",slug:"in-fiber-acousto-optic-interaction-based-on-flexural-acoustic-waves-and-its-application-to-fiber-mod",totalDownloads:1308,totalCrossrefCites:0,totalDimensionsCites:1,abstract:"The design and implementation of in-fiber acousto-optic (AO) devices based on acoustic flexural waves are presented. The AO interaction is demonstrated to be an efficient mechanism for the development of AO tunable filters and modulators. The implementation of tapered optical fibers is proposed to shape the spectral response of in-fiber AO devices. Experimental results demonstrate that the geometry of the tapered fiber can be regarded as an extra degree of freedom for the design of AO tunable attenuation filters (AOTAFs). In addition, with the objective of expanding the application of AOTAFs to operate as an amplitude modulator, acoustic reflection was intentionally induced. Hence, a standing acoustic wave is generated which produces an amplitude modulation at twice the acoustic frequency. As a particular case, an in-fiber AO modulator composed of a double-ended tapered fiber was reported. The fiber taper was prepared using a standard fusion and pulling technique, and it was tapered down to a fiber diameter of 70 μm. The device exhibits an amplitude modulation at 2.313 MHz, which is two times the acoustic frequency used (1.1565 MHz); a maximum modulation depth of 60%, 1.3 dB of insertion loss, and 40 nm of modulation bandwidth were obtained. These results are within the best results reported in the framework of in-fiber AO modulators.",book:{id:"5708",slug:"computational-and-experimental-studies-of-acoustic-waves",title:"Computational and Experimental Studies of Acoustic Waves",fullTitle:"Computational and Experimental Studies of Acoustic Waves"},signatures:"Miguel Ángel Bello Jiménez, Gustavo Ramírez-Meléndez, Erika\nHernández-Escobar, Andrés Camarillo-Avilés, Rosa López-Estopier,\nOlivier Pottiez, Cristian Cuadrado-Laborde, Antonio Díez, José L.\nCruz and Miguel V. Andrés",authors:[{id:"46578",title:"Dr.",name:"Miguel V.",middleName:null,surname:"Andrés",slug:"miguel-v.-andres",fullName:"Miguel V. Andrés"},{id:"46579",title:"Dr.",name:"Antonio",middleName:null,surname:"Diez",slug:"antonio-diez",fullName:"Antonio Diez"},{id:"46580",title:"Dr.",name:"José L.",middleName:null,surname:"Cruz",slug:"jose-l.-cruz",fullName:"José L. Cruz"},{id:"160262",title:"Dr.",name:"Olivier Jean Michel",middleName:null,surname:"Pottiez",slug:"olivier-jean-michel-pottiez",fullName:"Olivier Jean Michel Pottiez"},{id:"160283",title:"Dr.",name:"Miguel",middleName:null,surname:"Bello-Jiménez",slug:"miguel-bello-jimenez",fullName:"Miguel Bello-Jiménez"},{id:"182010",title:"Dr.",name:"R.",middleName:null,surname:"López-Estopier",slug:"r.-lopez-estopier",fullName:"R. López-Estopier"},{id:"220895",title:"MSc.",name:"Gustavo",middleName:null,surname:"Ramírez-Meléndez",slug:"gustavo-ramirez-melendez",fullName:"Gustavo Ramírez-Meléndez"},{id:"220896",title:"MSc.",name:"Erika",middleName:null,surname:"Hernández-Escobar",slug:"erika-hernandez-escobar",fullName:"Erika Hernández-Escobar"},{id:"220897",title:"BSc.",name:"Andrés",middleName:null,surname:"Camarillo-Avilés",slug:"andres-camarillo-aviles",fullName:"Andrés Camarillo-Avilés"},{id:"220902",title:"Dr.",name:"Christian",middleName:null,surname:"Cuadrado-Laborde",slug:"christian-cuadrado-laborde",fullName:"Christian Cuadrado-Laborde"}]}],mostDownloadedChaptersLast30Days:[{id:"58101",title:"Wave Propagation in Porous Materials",slug:"wave-propagation-in-porous-materials",totalDownloads:1547,totalCrossrefCites:1,totalDimensionsCites:5,abstract:"This chapter provides different models for the acoustic wave propagation in porous materials having a rigid and an elastic frames. The direct problem of reflection and transmission of acoustic waves by a slab of porous material is studied. The inverse problem is solved using experimental reflected and transmitted signals. Both high- and low-frequency domains are studied. Different acoustic methods are proposed for measuring physical parameters describing the acoustic propagation as porosity, tortuosity, viscous and thermal characteristic length, and flow resistivity. Some advantages and perspectives of this method are discussed.",book:{id:"5708",slug:"computational-and-experimental-studies-of-acoustic-waves",title:"Computational and Experimental Studies of Acoustic Waves",fullTitle:"Computational and Experimental Studies of Acoustic Waves"},signatures:"Zine El Abiddine Fellah, Mohamed Fellah, Claude Depollier, Erick\nOgam and Farid G. Mitri",authors:[{id:"143693",title:"Dr.",name:"Zine El Abiddine",middleName:null,surname:"Fellah",slug:"zine-el-abiddine-fellah",fullName:"Zine El Abiddine Fellah"},{id:"144519",title:"Prof.",name:"Claude",middleName:null,surname:"Depollier",slug:"claude-depollier",fullName:"Claude Depollier"},{id:"178778",title:"Prof.",name:"Mohamed",middleName:null,surname:"Fellah",slug:"mohamed-fellah",fullName:"Mohamed Fellah"},{id:"209074",title:"Dr.",name:"Erick",middleName:null,surname:"Ogam",slug:"erick-ogam",fullName:"Erick Ogam"},{id:"227468",title:"Dr.",name:"Farid G",middleName:null,surname:"Mitri",slug:"farid-g-mitri",fullName:"Farid G Mitri"}]},{id:"57258",title:"Sound Waves in Complex (Dusty) Plasmas",slug:"sound-waves-in-complex-dusty-plasmas",totalDownloads:1382,totalCrossrefCites:5,totalDimensionsCites:5,abstract:"Wave properties of strongly coupled complex dusty (SCCD) plasmas evaluated using the equilibrium molecular dynamics (EMD) simulation technique. In this work, the plasma normalized longitudinal current correlation function CL(k,t) and transverse current CT(k,t) are calculated for a large range of plasma parameters of Coulomb coupling parameter (Γ) and screening strength (κ) with varying wave’s number (k). In EMD simulations, we have analysed different modes of wave propagation in SCCD plasmas with increasing and decreasing sequences of different combinations of plasmas parameters (κ, Γ) at varying simulation time step (Δt). Our simulation results show that the fluctuation of waves increases with an increase of Γ and decreases with increasing κ. Additional test shows that the presented results for waves are slightly dependent on number of particles (N). The amplitude and time period of CL(k,t) and CT(k,t) also depend on different influenced parameters of κ, Γ, k and N. The new results obtained through the presented EMD method for complex dusty plasma discussed and compared with earlier simulation results based on different numerical methods. It is demonstrated that the presented model is the best tool for estimating the behaviour of waves in strongly coupled complex system (dusty plasmas) over a suitable range of parameters.",book:{id:"5708",slug:"computational-and-experimental-studies-of-acoustic-waves",title:"Computational and Experimental Studies of Acoustic Waves",fullTitle:"Computational and Experimental Studies of Acoustic Waves"},signatures:"Aamir Shahzad, Muhammad Asif Shakoori, Maogang He and Sajid\nBashir",authors:[{id:"288354",title:"Dr.",name:"Aamir",middleName:null,surname:"Shahzad",slug:"aamir-shahzad",fullName:"Aamir Shahzad"}]},{id:"56289",title:"Acoustic Analysis of Enclosed Sound Space as well as Its Coupling with Flexible Boundary Structure",slug:"acoustic-analysis-of-enclosed-sound-space-as-well-as-its-coupling-with-flexible-boundary-structure",totalDownloads:1281,totalCrossrefCites:0,totalDimensionsCites:0,abstract:"Combustion instability is often encountered in various power systems, a good understanding on the sound field in acoustic cavity as well as its coupling with boundary flexible structure will be of great help for the reliability design of such combustion system. An improved Fourier series method is presented for the acoustic/vibro-acoustic modelling of acoustic cavity as well as the panel-cavity coupling system. The structural-acoustic coupling system is described in a unified pattern using the energy principle. With the aim to construct the admissible functions sufficiently smooth for the enclosed sound space as well as the flexible boundary structure, the boundary-smoothed auxiliary functions are introduced to the standard multi-dimensional Fourier series. All the unknown coefficients and higher order variables are determined in conjunction with Rayleigh-Ritz procedure and differential operation term by term. Numerical examples are then presented to show the correctness and effectiveness of the current model. The model is verified through the comparison with those from analytic solution and other approaches. Based on the model established, the influence of boundary conditions on the acoustic and/or vibro-acoustic characteristics of the structural-acoustic coupling system is addressed and investigated.",book:{id:"5708",slug:"computational-and-experimental-studies-of-acoustic-waves",title:"Computational and Experimental Studies of Acoustic Waves",fullTitle:"Computational and Experimental Studies of Acoustic Waves"},signatures:"Jingtao Du, Yang Liu and Long Liu",authors:[{id:"203133",title:"Prof.",name:"Jingtao",middleName:null,surname:"Du",slug:"jingtao-du",fullName:"Jingtao Du"},{id:"203657",title:"Dr.",name:"Yang",middleName:null,surname:"Liu",slug:"yang-liu",fullName:"Yang Liu"},{id:"203658",title:"Dr.",name:"Long",middleName:null,surname:"Liu",slug:"long-liu",fullName:"Long Liu"}]},{id:"57214",title:"A Novel Idea of Coherent Acoustic Wave-Induced Atmospheric Refractivity Fluctuation and Its Applications",slug:"a-novel-idea-of-coherent-acoustic-wave-induced-atmospheric-refractivity-fluctuation-and-its-applicat",totalDownloads:1413,totalCrossrefCites:0,totalDimensionsCites:0,abstract:"The physical mechanism of generating the lasting tropospheric refractivity fluctuation with a stable array-distributed structure by coherent acoustic waves is investigated. An example of the quantitative calculation of atmospheric refractive index is given and analyzed. Based on the theory of electromagnetic wave propagation and scattering in the troposphere, the feasibility to purposefully affect radio wave propagation is qualitatively demonstrated by the experiment of the coherent acoustic source-induced laser interference fringe change. The potential application aspects of synthetically controlling the radio wave propagation by the artificial refractivity fluctuation structure are preliminarily proposed. This chapter will promote the development of the coherent acoustic wave-induced tropospheric refractivity fluctuation, and it has the important theoretical significance and potential application value to purposely apply the positive or negative effects on radio wave propagation.",book:{id:"5708",slug:"computational-and-experimental-studies-of-acoustic-waves",title:"Computational and Experimental Studies of Acoustic Waves",fullTitle:"Computational and Experimental Studies of Acoustic Waves"},signatures:"Shuhong Gong, Yu Liu, Muyu Hou and Lixin Guo",authors:[{id:"218965",title:"Dr.",name:"Shuhong",middleName:null,surname:"Gong",slug:"shuhong-gong",fullName:"Shuhong Gong"},{id:"220994",title:"BSc.",name:"Yu",middleName:null,surname:"Liu",slug:"yu-liu",fullName:"Yu Liu"},{id:"220995",title:"BSc.",name:"Muyu",middleName:null,surname:"Hou",slug:"muyu-hou",fullName:"Muyu Hou"},{id:"220996",title:"Dr.",name:"Lixin",middleName:null,surname:"Guo",slug:"lixin-guo",fullName:"Lixin Guo"}]},{id:"57603",title:"In-Fiber Acousto-Optic Interaction Based on Flexural Acoustic Waves and Its Application to Fiber Modulators",slug:"in-fiber-acousto-optic-interaction-based-on-flexural-acoustic-waves-and-its-application-to-fiber-mod",totalDownloads:1308,totalCrossrefCites:0,totalDimensionsCites:1,abstract:"The design and implementation of in-fiber acousto-optic (AO) devices based on acoustic flexural waves are presented. The AO interaction is demonstrated to be an efficient mechanism for the development of AO tunable filters and modulators. The implementation of tapered optical fibers is proposed to shape the spectral response of in-fiber AO devices. Experimental results demonstrate that the geometry of the tapered fiber can be regarded as an extra degree of freedom for the design of AO tunable attenuation filters (AOTAFs). In addition, with the objective of expanding the application of AOTAFs to operate as an amplitude modulator, acoustic reflection was intentionally induced. Hence, a standing acoustic wave is generated which produces an amplitude modulation at twice the acoustic frequency. As a particular case, an in-fiber AO modulator composed of a double-ended tapered fiber was reported. The fiber taper was prepared using a standard fusion and pulling technique, and it was tapered down to a fiber diameter of 70 μm. The device exhibits an amplitude modulation at 2.313 MHz, which is two times the acoustic frequency used (1.1565 MHz); a maximum modulation depth of 60%, 1.3 dB of insertion loss, and 40 nm of modulation bandwidth were obtained. These results are within the best results reported in the framework of in-fiber AO modulators.",book:{id:"5708",slug:"computational-and-experimental-studies-of-acoustic-waves",title:"Computational and Experimental Studies of Acoustic Waves",fullTitle:"Computational and Experimental Studies of Acoustic Waves"},signatures:"Miguel Ángel Bello Jiménez, Gustavo Ramírez-Meléndez, Erika\nHernández-Escobar, Andrés Camarillo-Avilés, Rosa López-Estopier,\nOlivier Pottiez, Cristian Cuadrado-Laborde, Antonio Díez, José L.\nCruz and Miguel V. Andrés",authors:[{id:"46578",title:"Dr.",name:"Miguel V.",middleName:null,surname:"Andrés",slug:"miguel-v.-andres",fullName:"Miguel V. Andrés"},{id:"46579",title:"Dr.",name:"Antonio",middleName:null,surname:"Diez",slug:"antonio-diez",fullName:"Antonio Diez"},{id:"46580",title:"Dr.",name:"José L.",middleName:null,surname:"Cruz",slug:"jose-l.-cruz",fullName:"José L. Cruz"},{id:"160262",title:"Dr.",name:"Olivier Jean Michel",middleName:null,surname:"Pottiez",slug:"olivier-jean-michel-pottiez",fullName:"Olivier Jean Michel Pottiez"},{id:"160283",title:"Dr.",name:"Miguel",middleName:null,surname:"Bello-Jiménez",slug:"miguel-bello-jimenez",fullName:"Miguel Bello-Jiménez"},{id:"182010",title:"Dr.",name:"R.",middleName:null,surname:"López-Estopier",slug:"r.-lopez-estopier",fullName:"R. López-Estopier"},{id:"220895",title:"MSc.",name:"Gustavo",middleName:null,surname:"Ramírez-Meléndez",slug:"gustavo-ramirez-melendez",fullName:"Gustavo Ramírez-Meléndez"},{id:"220896",title:"MSc.",name:"Erika",middleName:null,surname:"Hernández-Escobar",slug:"erika-hernandez-escobar",fullName:"Erika Hernández-Escobar"},{id:"220897",title:"BSc.",name:"Andrés",middleName:null,surname:"Camarillo-Avilés",slug:"andres-camarillo-aviles",fullName:"Andrés Camarillo-Avilés"},{id:"220902",title:"Dr.",name:"Christian",middleName:null,surname:"Cuadrado-Laborde",slug:"christian-cuadrado-laborde",fullName:"Christian Cuadrado-Laborde"}]}],onlineFirstChaptersFilter:{topicId:"680",limit:6,offset:0},onlineFirstChaptersCollection:[],onlineFirstChaptersTotal:0},preDownload:{success:null,errors:{}},subscriptionForm:{success:null,errors:{}},aboutIntechopen:{},privacyPolicy:{},peerReviewing:{},howOpenAccessPublishingWithIntechopenWorks:{},sponsorshipBooks:{sponsorshipBooks:[],offset:0,limit:8,total:null},allSeries:{pteSeriesList:[],lsSeriesList:[],hsSeriesList:[],sshSeriesList:[],testimonialsList:[]},series:{item:{id:"25",title:"Environmental Sciences",doi:"10.5772/intechopen.100362",issn:"2754-6713",scope:"
\r\n\tScientists have long researched to understand the environment and man’s place in it. The search for this knowledge grows in importance as rapid increases in population and economic development intensify humans’ stresses on ecosystems. Fortunately, rapid increases in multiple scientific areas are advancing our understanding of environmental sciences. Breakthroughs in computing, molecular biology, ecology, and sustainability science are enhancing our ability to utilize environmental sciences to address real-world problems. \r\n\tThe four topics of this book series - Pollution; Environmental Resilience and Management; Ecosystems and Biodiversity; and Water Science - will address important areas of advancement in the environmental sciences. They will represent an excellent initial grouping of published works on these critical topics.
",coverUrl:"https://cdn.intechopen.com/series/covers/25.jpg",latestPublicationDate:"April 13th, 2022",hasOnlineFirst:!1,numberOfPublishedBooks:1,editor:{id:"197485",title:"Dr.",name:"J. Kevin",middleName:null,surname:"Summers",slug:"j.-kevin-summers",fullName:"J. Kevin Summers",profilePictureURL:"https://mts.intechopen.com/storage/users/197485/images/system/197485.jpg",biography:"J. Kevin Summers is a Senior Research Ecologist at the Environmental Protection Agency’s (EPA) Gulf Ecosystem Measurement and Modeling Division. He is currently working with colleagues in the Sustainable and Healthy Communities Program to develop an index of community resilience to natural hazards, an index of human well-being that can be linked to changes in the ecosystem, social and economic services, and a community sustainability tool for communities with populations under 40,000. He leads research efforts for indicator and indices development. Dr. Summers is a systems ecologist and began his career at the EPA in 1989 and has worked in various programs and capacities. This includes leading the National Coastal Assessment in collaboration with the Office of Water which culminated in the award-winning National Coastal Condition Report series (four volumes between 2001 and 2012), and which integrates water quality, sediment quality, habitat, and biological data to assess the ecosystem condition of the United States estuaries. He was acting National Program Director for Ecology for the EPA between 2004 and 2006. He has authored approximately 150 peer-reviewed journal articles, book chapters, and reports and has received many awards for technical accomplishments from the EPA and from outside of the agency. Dr. Summers holds a BA in Zoology and Psychology, an MA in Ecology, and Ph.D. in Systems Ecology/Biology.",institutionString:null,institution:{name:"Environmental Protection Agency",institutionURL:null,country:{name:"United States of America"}}},editorTwo:null,editorThree:null},subseries:{paginationCount:0,paginationItems:[]},overviewPageOFChapters:{paginationCount:0,paginationItems:[]},overviewPagePublishedBooks:{paginationCount:0,paginationItems:[]},openForSubmissionBooks:{},onlineFirstChapters:{paginationCount:0,paginationItems:[]},subseriesFiltersForOFChapters:[],publishedBooks:{},subseriesFiltersForPublishedBooks:[],publicationYearFilters:[],authors:{}},subseries:{item:{id:"25",type:"subseries",title:"Evolutionary Computation",keywords:"Genetic Algorithms, Genetic Programming, Evolutionary Programming, Evolution Strategies, Hybrid Algorithms, Bioinspired Metaheuristics, Ant Colony Optimization, Evolutionary Learning, Hyperparameter Optimization",scope:"Evolutionary computing is a paradigm that has grown dramatically in recent years. This group of bio-inspired metaheuristics solves multiple optimization problems by applying the metaphor of natural selection. It so far has solved problems such as resource allocation, routing, schedule planning, and engineering design. Moreover, in the field of machine learning, evolutionary computation has carved out a significant niche both in the generation of learning models and in the automatic design and optimization of hyperparameters in deep learning models. This collection aims to include quality volumes on various topics related to evolutionary algorithms and, alternatively, other metaheuristics of interest inspired by nature. 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Dr Ventura also holds the positions of Affiliated Professor at Virginia Commonwealth University (Richmond, USA) and Distinguished Adjunct Professor at King Abdulaziz University (Jeddah, Saudi Arabia). Additionally, he is deputy director of the Andalusian Research Institute in Data Science and Computational Intelligence (DaSCI) and heads the Knowledge Discovery and Intelligent Systems Research Laboratory. He has published more than ten books and over 300 articles in journals and scientific conferences. Currently, his work has received over 18,000 citations according to Google Scholar, including more than 2200 citations in 2020. In the last five years, he has published more than 60 papers in international journals indexed in the JCR (around 70% of them belonging to first quartile journals) and he has edited some Springer books “Supervised Descriptive Pattern Mining” (2018), “Multiple Instance Learning - Foundations and Algorithms” (2016), and “Pattern Mining with Evolutionary Algorithms” (2016). He has also been involved in more than 20 research projects supported by the Spanish and Andalusian governments and the European Union. He currently belongs to the editorial board of PeerJ Computer Science, Information Fusion and Engineering Applications of Artificial Intelligence journals, being also associate editor of Applied Computational Intelligence and Soft Computing and IEEE Transactions on Cybernetics. Finally, he is editor-in-chief of Progress in Artificial Intelligence. He is a Senior Member of the IEEE Computer, the IEEE Computational Intelligence, and the IEEE Systems, Man, and Cybernetics Societies, and the Association of Computing Machinery (ACM). Finally, his main research interests include data science, computational intelligence, and their applications.",institutionString:null,institution:{name:"University of Córdoba",institutionURL:null,country:{name:"Spain"}}},editorTwo:null,editorThree:null,series:{id:"14",title:"Artificial Intelligence",doi:"10.5772/intechopen.79920",issn:"2633-1403"},editorialBoard:[{id:"111683",title:"Prof.",name:"Elmer P.",middleName:"P.",surname:"Dadios",slug:"elmer-p.-dadios",fullName:"Elmer P. 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