\r\n\tFood insecurity results in fear of hunger and starvation that ultimately affects one’s ability to work for sustainability and economic growth of the country. In addition to this, food insecurity results in various chronic diseases due to reduce immunity that ultimately, a burned on the county economy. Therefore, this book will intend to discuss in detail about the food insecurity challenges and their effect on the quality of life. This book will also aim to provide an overview about the new trends and future prospective that help to resolve the food security issues.
",isbn:"978-1-80356-942-0",printIsbn:"978-1-80356-941-3",pdfIsbn:"978-1-80356-943-7",doi:null,price:0,priceEur:0,priceUsd:0,slug:null,numberOfPages:0,isOpenForSubmission:!0,isSalesforceBook:!1,isNomenclature:!1,hash:"090302a30e461cee643ec49675c811ec",bookSignature:"Dr. Muhammad Haseeb Ahmad, Dr. Muhammad Imran and Dr. Muhammad Kamran Khan",publishedDate:null,coverURL:"https://cdn.intechopen.com/books/images_new/11475.jpg",keywords:"Nutrition, Poverty, Hunger, Food Waste Utilization, Innovative Technologies, Food Processing, Genetically Modified Food, Policy Making, Trade Reforms, Climate Change, Agriculture Productivity, Disease Resistant Crops",numberOfDownloads:null,numberOfWosCitations:0,numberOfCrossrefCitations:null,numberOfDimensionsCitations:null,numberOfTotalCitations:null,isAvailableForWebshopOrdering:!0,dateEndFirstStepPublish:"April 7th 2022",dateEndSecondStepPublish:"May 5th 2022",dateEndThirdStepPublish:"July 4th 2022",dateEndFourthStepPublish:"September 22nd 2022",dateEndFifthStepPublish:"November 21st 2022",dateConfirmationOfParticipation:null,remainingDaysToSecondStep:"23 days",secondStepPassed:!0,areRegistrationsClosed:!1,currentStepOfPublishingProcess:3,editedByType:null,kuFlag:!1,biosketch:"An emerging scientist in the field of food science and technology with special expertise in development of rapid and nondestructive technologies, chemometrics and data mining.",coeditorOneBiosketch:"Muhammad Imran has expertise in extrusion technology, microencapsulation, lipids chemistry, sensory evaluation and food process engineering.",coeditorTwoBiosketch:"A renowned scientist with expertise in Novel food processing technologies.",coeditorThreeBiosketch:null,coeditorFourBiosketch:null,coeditorFiveBiosketch:null,editors:[{id:"292145",title:"Dr.",name:"Muhammad",middleName:null,surname:"Haseeb Ahmad",slug:"muhammad-haseeb-ahmad",fullName:"Muhammad Haseeb Ahmad",profilePictureURL:"https://mts.intechopen.com/storage/users/292145/images/system/292145.png",biography:"Dr. Muhammad Haseeb Ahmad is currently an assistant professor in the Department of Food Science, Government College University Faisalabad, Pakistan. He also served as an assistant professor for one year at the National Institute of Food Science and Technology, University of Agriculture Faisalabad, Pakistan. He received his doctoral degree from Hohenheim University, Stuttgart, Germany, in 2016. During his stay there, he also worked as a research associate for research projects relevant to various food disciplines. Dr. Ahmad is the author of about thirty five research publications and twelve book chapters. He has also presented his research work at various national and international conferences (25). 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He won the Indigenous and IRSIP (Department of Food Science and Human Nutrition, Michigan State University, East Lansing, USA) Fellowships for completion of doctorate research funded by HEC, Islamabad, Pakistan. Dr. Muhammad Imran has expertise in extrusion technology, microencapsulation, lipids chemistry, sensory evaluation, and food process engineering. Until today, Dr. Muhammad Imran has authored 80 publications (International & National) in various Impact Journals of Scientific repute and written 15 Book Chapters as principal author and co-author. 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Germplasm: Accessing Its Diversity and Strategies for Conservation",doi:"10.5772/52639",slug:"portuguese-vitis-vinifera-l-germplasm-accessing-its-diversity-and-strategies-for-conservation",body:'Grapevine (
Grapes were eaten by Neolithic and Bronze Age populations of the Iberian Peninsula since the 3rd millennium BCE as proven by archaeological remains [4, 5, 6]. Consumption and production of wine is thought to have started by the Iberian populations in contact with the Phoenicians and Greeks trading ports. It further expanded during the Roman occupation and reach important religious prominence with the Christianization of population. It even continued during the Muslim caliphate since part of the population maintain the Christian faith. After the 10th century convents and monasteries spread again grapevine cultivation and implemented new tools for wine production. Since the 12th century, Portugal produces wine not only for local consumption but also for export, especially to northern Europe. This remote history of grapevine cultivation allowed the building up of great diversity. The number of cultivars increased until the tree waves of destruction from North American pest and diseases: powdery mildew (
Location of the Portuguese wine regions. (Source: Wines of Portugal - http://www.winesofportugal.info/pagina.php?codNode=18012).
Traditionally morphological descriptors were used to characterize cultivars until the advent of molecular markers. Presently these have been successfully used in a wide range of applications such as assessing genetic diversity [10], linkage mapping [11], cultivar identification and pedigree studies [12], [13]. Microsatellites (SSR) are being used to characterize grapevine cultivars and wild vines [10, 14] and to carry out genetic diversity analyses [15]. Usually six
Wild vine populations of
The wild vine populations found up to now in Portugal live in riparian woods along small streams (Figure 2) belonging to three large river basins – Tagus (Tejo in Portuguese), Guadiana and Sado (Table 1). The first two rivers are common to Portugal and Spain and the populations along these basins, even if found in patches, could be considered as a continuum [23, 24].
In these riparian woods the plants species most frequently found as tutors of V
The characterized wild vine plants featured the particularly morphological characteristics of the subspecies
Diversity obtained in 53 Portuguese wild vines:
The values of the Fixation Index (F) range from 0.005 to 0.28, showing the existence of inbreeding in some wild vine populations, since F is expected to be close to zero under random mating [34].
An Analysis of Molecular Variance (AMOVA) performed on the same molecular data showed that the genetic diversity was attributable to differences among individuals within populations (93.0%), but Fst values among populations are still significant (
Chloroplastidial microsatellites (cpSSRs) have been used to study the genetic relationships among grapevine cultivars [35], wild vines [36] and relations between both subspecies [37, 38 ]. Analysis of chloropastidial microsatellites (Figure 3) revealed the expected situation for the Iberian Peninsula [37] with the presence of chlorotypes A and B, being chlorotype A the most frequent within the wild vine populations (66%) of Portugal.
Chlorotypes identified in each Portuguese wild vine population. Chlorotype nomination according to [
Chlorotype A is the most frequent in Western Europe and absent in Near East where the domestication of
Portugal, a small country on the outer edge of Europe, has nonetheless a very rich diversity of grapevine cultivars build up over the centuries and back to the 19th century, 1482 different cultivar names were known. To organize the disarray that the different names caused to the wine sector the Ministry of Agriculture promoted a program to sort out the synonyms and homonyms using morphological descriptions [39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49]. Before Portugal joined the EEC (European Economic Community) in 1986, the Ministry of Agriculture finally drew up a list of “authorized” and “recommended” grapevine cultivars for each and every wine production areas (Figure 1). These efforts lead to the establishment of the Portuguese National Ampelografic Collection (in Portuguese “Coleção Ampelográfica Nacional” – CAN; international code PRT051) in 1988 after an extensive survey and collection of accessions all over the country. All CAN accessions were grafted into SO4 rootstock and each access is represented by seven plants from the same original mother plant. This collection holds 691 accessions of
The molecular characterization of the Portuguese grapevine cultivars was initiated in 1999 by Lopes and collaborators and a number of known synonyms and homonyms as well as pedigrees were confirmed [51, 52, 53]. A systematic characterization of all the 340 varieties admitted for wine production in Portugal, including 243 autochthonous grape cultivars (Table 4) was done with the six nuclear SSRs recommended by OIV [ 8, 9]. These studies come to prove the synonyms and homonyms that previous morphologic description had established in the past and also allowed the finding out of new ones.
The diversity present in the 243 autochthonous grapevine cultivars analyzed based on the six nuclear SSRs genetic markers (Table 5) reveals that the observed Heterozigocity (
Four chlorotypes (A, B, C and D) were found in the autochthonous grapevine cultivars so far genotyped (roughly one quarter of the 243) (Figure 4). Chlorotype A is the most frequent, and it is present in 75% of the cultivars, followed by chlorotype D with 19%. Chlorotypes B and C are each present in a very restricted number of cultivars [29, 32, 37]. These results support the presumption that most of the Portuguese cultivated grapevine germplasm may have derived from local domestication, but that some are the result of introgressed with foreign material as exemplified by important wine cultivars like Touriga Franca and Trincadeira that show the presence of the D chlorotype.
Autochthonous grapevine cultivars used in wine production in Portugal: Access number in the PRT051 collection, name of the grapevine cultivar, origin of grapevine accession.
Analyses of diversity in 243 Portuguese autochthonous cultivars:
Chlorotypes of the Portuguese autochthonous grapevine cultivars. Chlorotype nomination according to [
The obtained results reinforce the suggestion that the Iberian Peninsula was a secondary center for grapevine domestication [37] despite the initial contribution of the Eastern gene pool some 3000 years ago and the more recent introgression from materials coming from central Europe.
Since 1978 a network of public and private associations lead by Antero Martins carried out an extensive work aiming at quantifying the intravarietal genetic variability within each of 45 Portuguese grapevine cultivars [54]. The static methods used were recently reviewed in [55]. These studies lead to the selection of a number of clones from Portuguese cultivars. In parallel and using the Geisenheim method of grapevine selection, a private nursery leaded by Jorge Böhm also selected a number of clones. Both groups registered a total of 122 clones from 27 different cultivars in the national grapevine catalogue (Table 6).
List of the certified Portuguese clones of grapevine cultivars.
Portuguese wild vine populations are in an apparent geographic fringe of the species distribution but the country richness in cultivar diversity [8, 9] and the importance in allele contribution to the overall diversity of grapevine [56] tell another story. Figure 5 represents a Principal Coordinate Analysis of the diversity computed with the six nuclear SSRs used to genotype the 243 autochthonous cultivars and 53 wild vines, calculated with the program GenAlex6 [57] The two first coordinates represent 44.12% (1st coordinate - 24.08% and 2nd coordinate - 20.04%) of the total variance. Both subspecies are spread between the four quadrants although most wild vines are in the right quadrants. Even the plausible occurrence of feral forms cannot explain the overall dotting of the four quadrants since the alleles found in the wild vines population include private and particular alleles (data from [32]). When a Multiple Discriminant Analysis was used to assign the accessions to the different wild vine populations or to the cultivated group, most plants were correctly assigned and only three wild vines were assigned to the
Scatter plot of a Principal Coordinate Analysis of six microsatellite loci from 243 Portuguese grapevine cultivars (GC, in green) and 53 wild vines (WV, in red) from four Portuguese populations.
Different strategies are needed to preserve the germplasm of the two grapevine subspecies. One obvious strategy is to maintain the natural habitats where the wild vines are present and keep them subjected to the selection pressures of the natural environment. For the cultivated subspecies the ideal situations should be maintaining the agro-systems where its diversity was buildup. However these
Even though some European countries like France and Germany have a legal protection status for the subspecies
Until the middle of the 20th century, most Portuguese farmers used to grow a mixture of vine cultivars as a way to overcome the effects of biotic and abiotic stresses but this situation was became increasingly rare and the vineyards are now mostly monovarietal. Nevertheless a recent report on
National and regional public and private ampelographic collections existing today.
The existing collections continue to perform several functions. These functions were initially related to the characterization and identification of cultivars using classic ampelography including: i) standardization of the morphological descriptors of
As is well known, the construction of earth dams dates back many centuries, whose main objective has been the storage of water and flood control.
Due to many reasons, mainly social and environmental, the construction of new dams has led to the operation and conservation of existing structures. This fact has caused geotechnical engineering to be involved in the dam safety management; therefore, it is essential to know the principles of analysis and design with which they were constructed.
There are multiple factors that intervene in the selection of the type of dams; but the topography, regional geology, the availability of construction materials, seismicity of the area, the hydrology of river basin, the environment and geotechnical conditions of the reservoir, and the curtain site are the most important [1]. Thus, the type and classification of the dam dictate the magnitude of the previous and definitive studies to execute the work [2, 3].
Geological studies play a key role in the early stages of analysis. Its objective is to know the quality and characteristics of the materials, mainly of the areas where the dam is to be constructed. However, these studies must continue at the preliminary stage, project, and throughout the construction of the work.
Some examples of geological investigations can be geological and geotechnical cartography, exploratory excavations (trenches, galleries, or tunnels), and identification of rock mass discontinuities and their geomechanical classification (e.g., [4, 5, 6]).
In the case of soil mechanics studies, it is advisable to include the following activities:
Collection of information: geologic maps, previous studies, aerial photographs and satellite images, etc.
Recognition visit: preliminary identification and classification of soils and, in particular, its geological origin, visual classification, and soil site characterization.
Programming of geotechnical boreholes: depth of the explorations, number and type of boreholes, sampling method, etc.
Measurement of in situ properties: shear strength, permeability, shear modulus, and instrumentation
Laboratory tests: index properties, mechanical properties, and compaction tests
Regarding rock mechanics analysis, it is advisable to carry out studies of the rock mass, for example, origin and degree of weathering of the rocks, rock quality, classification, characteristics of the joints, location of faults or old landslides, permeability, compressibility, deformability, shear strength, and susceptibility of the rock to the change of its properties due to wetting.
At the design stage, there are two conditions to keep in mind: safety and economy. However, the selection of the type of dam depends on geotechnical aspects such as (a) type, quality, characteristics, and location of the materials for its construction; (b) characteristics of the foundation at the dam site; and (c) stability of slopes in the reservoir and embankments of the dam. In addition, the dam axis depends on the characteristics and geotechnical properties of the foundation.
Concerning the characteristics of the materials for the construction of earth dams, those that are dispersive, collapsible, or susceptible to piping should not be used. In addition, for the design of this type of dams, the mechanical properties of earth materials must be taken into account, for example, shear strength, compressibility, and permeability. If the dam is located in a seismic zone, the dynamic shear modulus and damping of the materials must also be obtained.
Regarding the compressibility and shear strength of the foundation materials, the short- and long-term settlements of the dam have to be analyzed. As for the volume of water that passes through the foundation, the type of treatment and alternatives to reduce the flow will be defined by the permeability of the materials. Similarly, when the dam is located in a seismic zone or an area susceptible to vibrations (e.g., near borrow areas where explosives or related works are used), the susceptibility to the liquefaction phenomenon must be evaluated.
The compacted layers thickness, the inclination angle, the materials, and construction procedures of the dam embankments are governing by the upstream and downstream slope stability analyses. These analyses must consider different loading conditions: full dam, empty dam, rapid filling, rapid drawdown, seismic effect, and so on. Additionally, the susceptibility to piping must be analyzed, which is why it is important to consider the design and installation of filters and transition zones.
Finally, in the economic aspect, transportation and the treatment processes for the materials directly influence the total cost of the work.
The participation of the geotechnical engineer is indispensable in the different stages of the construction of dams, in particular, to verify that the materials and activities correspond to the design and planning of the work.
Special care should be taken in the construction of structures that cross the dam, for example, the spillways and intake structure, among others. The inadequate control of the compaction and characteristics of the materials in the periphery of these elements can cause the phenomenon of internal erosion and piping. In fact, it is in these areas that erosion and piping processes begin. Both situations have caused the failure of numerous earth dams. A particular case is the Teton Dam that [7] described.
It is also important to control the grain-size distribution specifications of the filter and drainage areas, especially when they are placed on the site. There are experiences of plugging and malfunctioning of filters, precisely because of the segregation of soil particles or because of the lack of compliance in their characteristic grain-size.
Likewise, in the construction process, it is important to implement the dam to evaluate its behavior as the construction progresses. The above will allow taking corrective measures before any eventuality, for example, reduce the speed of construction and build berms on the slopes to reduce the stresses acting at the bottom of them, among others.
The presence of the geotechnical engineer in the operation and maintenance of a dam helps to solve any eventuality. In addition, its presence supports quick decision-making to avoid damage or failure in the behavior of the dam and the foundation.
According to the life of the dams, the aging of the materials is an important aspect of their safety. This effect causes the earth materials to undergo a change in their structure, composition, and properties, which are due to the microbiological activity of chemical or mechanical processes that have during the useful life of the work. As a result, these changes cause the softening, loss or gain of rigidity or strength of the material, alteration of its hydraulic conductivity, and so on. Aging of the materials can also cause the clogging of drains and filters. Mitchell [8] described an example of a dam affected by age.
It is vital to establish a dam security system that evaluates and prioritizes those that require immediate attention. In this sense, geotechnical engineering can contribute significantly to the design of mechanisms to assess their condition and define the hazard level for their repair or rehabilitation. In this regard, several countries have developed techniques for this essential part of the life of dams [9, 10].
The damage or effect of an earthquake on earth and rock-fill dams depends on the geology of the site, soil conditions, stability of the foundation, characteristics of the slopes, and slopes in the reservoir, as well as the seismo-dynamic considerations that are taken into account in the analysis of complementary structures (spillways, intake structures, etc.).
The seismic effects on dams usually result in dam settlement, landslides in the area of the reservoir, or embankments. Such effects also appear as cracks in the structures that complement the dam, which can cause excessive water seepage through the dam and soil erosion. In addition, the earthquake can cause soil liquefaction if dam is constructed on low density or uncompacted soil layers [11, 12].
There are several methods of analysis for the evaluation of seismic effects in dams; however, they can be summarized in two stages of main interest:
Establish the seismic environment under which the dam does not fail. In this case, the ICOLD [13] in its Bulletin 72 recommends considering the design earthquake for two levels of severity: maximum credible earthquake and operating basis earthquake.
Define the analysis methodology according to the magnitude and relevance of the dam, as well as the design stage (preliminary or final) and the risk involved in the failure of the dam.
Some traditional methods of analysis for seismic design in dams can be pseudostatic [14, 15] and finite element. Table 1 summarizes the general aspects of each of them.
Generalities | Method | |||
---|---|---|---|---|
(1) | (2) | (3) | (4) | |
Consider a rigid sliding wedge | X | X | ||
Consider a single dynamic pulse | X | |||
The resistance of the soil is assumed constant during the occurrence of the earthquake | X | X | X | |
The coefficient of kinetic friction remains constant and equal to static friction | X | X | X | X |
The creep acceleration is constant throughout the sliding surface | X | X | X | X |
It assumes a single fault surface | X | X | X | |
Does not take into account superior vibration modes | X | X | X | |
Does not consider the three components of the earthquake | X | X | X | X |
The information required by the above methods is summarized in the following points:
In the case of clays, the dynamic effect of the shear strength with respect to the resistance in static conditions must be taken into account.
In the case of sands, susceptibility to liquefaction should be considered according to their relative density.
In dams located in seismic zones, there must be a guide to carry out immediate and subsequent inspections. Both inspections should focus on the dam, the embedments, the foundation, the area of the reservoir, and the auxiliary works (inlet and outlet channels, spillways, intake structures, tunnels, and electromechanical equipment, among others).
In the case of immediate inspections, it is necessary to report any damage such as landslides, settlements, cracks, and groundwater seepage that did not exist before the earthquake. Similarly, it will be relevant to analyze the information recorded by the instrumentation, mainly to know the condition and behavior of the elements of the dam. The immediate inspection must be maintained for a period of not less than 48 hours. Thus, those responsible may establish emergency strategies if there is a potential risk of failure.
On the other hand, in the subsequent inspections, groups of engineers who are familiar with the project and the construction of the dam must be involved. In this way, the magnitude of the damage and the risk that the work represents are evaluated. Unquestionably, the purpose of the subsequent inspection will be to determine the forms and possible causes of failure. In particular, the inspection should focus on the condition of the foundation, for example, differential settlements, landslides, excessive pore water pressures, groundwater seepage, etc.
It should be added that the North American Great Dams Committee 1986 proposes a format for the inspection of these works. Likewise, [16] mention some recommendations for the inspection of these structures.
There are three main causes related to dam failure due to groundwater movement: (1) soil piping, (2) uplift, and (3) excessive water seepage through the dam.
Some typical measures to solve these problems are (a) adequate selection of materials for construction. (b) reduction of water seepage through a design that considers the geological conditions of the site and the permeability of the materials, (c) control of the compaction of the material and other construction procedures, (d) definition of transition zones between materials of different granulometries (filters), and (e) construction of relief wells that reduce and control pore water pressures.
Piping is a consequence of the seepage forces caused by the groundwater movement. This phenomenon is produced by the removal and dragging of soil solid particles. Piping occurs when the resistant forces of the soil are less than seepage forces. Resistant forces depend on several factors, but the cohesion, binding, and weight of the solid particles are the most important. Thus, for example, in earth dams, the filters located upstream and downstream of the dam help to combat the piping phenomenon [17]. Table 2 relates the resistance to piping for different types of soil. In summary, the soils most susceptible to piping are the fine sands that are poorly compacted, whereas the soils with greater resistance are the clays of high plasticity.
Resistance | Type of material |
---|---|
High |
|
Media |
|
Low |
|
Empirical relationship between the resistance to piping and the type of material [24].
The problem of piping can start in any crack caused by differential settlements of the dam, earthquakes, tension cracks, holes left by roots and rotten tree trunks, and, even, by holes or burrows excavated by animals. Frequently, soil piping occurs between contacts of rigid structural members of the dam and loose or poorly compacted materials.
The seepage forces intervene in the stability of the slopes of the dam. Among the most critical conditions to which a dam may be subject during its useful life are (a) rapid filling of the reservoir, (b) steady-state groundwater flow with the normal water level, and (c) rapid drawdown of the reservoir. Before this, whatever the condition of analysis, it is necessary to draw a flownet or establish some analytical or numerical procedure to determine the pore water pressures and seepage forces on the failure surface of the slope of the dam.
The reduction of groundwater flow and exit hydraulic gradients is achieved with several procedures. Some examples are cutoff walls, grout curtains, waterproofing membranes or full face waterproofing to the face upstream of the dam, construction of impermeable cores at the dam, partial or total penetration trenches located in permeable zones, etc. Usually, these measures are complemented with the installation of filters and drains [6]. The latter serve as an additional line of defense against water seepage problems. However, filters must meet certain granulometric requirements, which can be found in the methods proposed by Terzaghi [18, 19, 20, 21, 22, 23], among others.
Currently, the increasing development of computers allows the numerical solution of different seepage problems, which, by graphics or analytical methods, are usually difficult to solve [25]. However, numerical modeling makes it easier to study different cases of analysis, for example, heterogeneous and anisotropic groundwater flow, steady-state and transient state flows, as well as the groundwater flow in saturated and unsaturated media. In this area, the methods of finite differences (Figure 1) and finite elements (Figure 2) are usually the best known. Different publications show the facilities provided by these procedures [26, 27, 28].
Solution of a water flow problem by the finite difference method [
Solution of a water flow problem by the finite element method [
Numerical techniques have wide advantages over any other analysis procedures. Two of the most relevant are coupled groundwater flow-slope stability analyses and groundwater flow deformation. In both cases the scope is to analyze the pore water pressure, with which more realistic results are obtained from the problem analyzed [29].
In Mexico, from 1926, when the National Irrigation Commission was created, the design and construction of several dams were undertaken in order to store water for agricultural irrigation, hydroelectric generation, water supply, flood control, aquaculture, and recreation. These works allowed dam engineering and soil mechanics in Mexico to become the two disciplines with international prestige for Mexican engineering.
The design, construction, and operation of dams in Mexico, especially earth and rock-fill dams, have had a high level of technological development, whose influence has transcended in the international arena. However, until recently, there was no official standard for the safety of dams that would specify in a theoretical and legal framework the minimum requirements to be met in the basic stages of the life of the dams, that is, design, construction, first filling, operation, maintenance, and abandonment.
Recently, the National Water Commission (formerly the National Irrigation Commission) established a multidisciplinary working group made up of experts from various government agencies and research institutions. Its objective was to establish a Mexican Standard, in addition to setting the minimum requirements that must be met in the different life stages of a dam and establishing the solution plans for different emergency scenarios, as well as the management and technical decisions that significantly affect the safety of existing dams in the national territory, and thus reduce risks to people, property, and the environment.
In the last 30 years, the construction of new dams has decreased in developed countries [9]. Currently, the actions have been aimed at rehabilitation, prolonging the useful life and increasing safety and final closure of those that are not in operation. Therefore, dam safety management programs have focused on:
Maintain and operate the dam at the security level considered in its design.
Verify that the dam meets design expectations, and identify possible deviations from safety levels by monitoring its behavior and surveillance.
Periodically review the design and performance of the dam to identify safety problems and formulate action or remediation measures.
Establish action plans in case of any incident of the dam.
Decide which safety issues or existing problems in the dam require immediate attention or can be handled within a framework of the dam safety improvement program.
In Mexico, there are 5166 dams administered by different agencies. Of the slightly more than 5000 dams, 836 are classified as large dams [31]; most of them with earth and rock-fill curtains built in the middle of the last century. However, there are also a significant number of masonry and concrete curtains; several of them are from the nineteenth century or the beginning of the twentieth century.
A large part of the dams in the country is about to reach their useful life. Others are at an advanced age, that is, between 20 and 50 years old. Seventy-one percent of the dams exceed 20 years old, and on average, they are 36 years old. Therefore, in dams where there is no efficient maintenance, there will be a loss of capacity due to silts, contamination, and possible deterioration of the curtain and its elements.
Another situation that is observed is the change of use for which the dam was originally built. Dams initially intended for irrigation or hydropower generation are now adapted for human consumption. Similarly, projects that were developed for the storage of rainwater are now mixed with wastewater, which attacks normal concrete and reinforcing steels.
To know the security status of a dam, it is advisable to carry out annual inspections, every 5 years and whenever an extraordinary event occurs. Botero et al. [9] recommend that the annual inspections seek to know the behavior and operation of the dam in the short term. In inspections every 5 years, a detailed analysis of the condition of the dam must be made and possible corrective actions identified. Finally, in the case of inspections after an extraordinary incident, these should focus on the study of the effects that it could have on the dam. In any case, inspections should consider the following aspects:
Collect all available information of the dam followed by a visual visit to the site.
Know the behavior of the dam under normal and extraordinary conditions.
Review hydrological safety.
Update weather information.
Evaluate the stability of the dam and the surrounding structures.
Identify any problem or incident in the area of the dam and its foundation.
Evaluate the seismic risk.
Define the safety factors for the steady-state conditions, rapid drawdown, and earthquake for different reservoir water levels.
Calculate the stress state and deformations, pore water pressures, groundwater discharge, and free board losses and identify landslides on the reservoir.
Additionally, Figure 3 shows a flowchart for decision-making in the evaluation of dam safety. In addition, Table 3 indicates a classification of risk levels in dams.
Flowchart of the proposed method for structures higher than 15 m (modified from [
Risk level | Description |
---|---|
Remote | The physical conditions for the development of a problem are nonexistent or unlikely to occur |
Very low | The possibility cannot be taken into account, but there is no convincing evidence that it has ever happened or that there cannot be a situation that could lead to the development of that failure |
Low | The causes of the defects are known. Indirect evidence suggests that it is feasible but indicates a low probability of failure |
Moderate | The fundamental conditions or defects that can produce the fault are known, and the evidence suggests that it is directly possible |
High | There is considerable evidence, direct or indirect, suggesting that such an event has occurred or is likely to happen |
Very high | There is direct evidence that the problem is occurring actively or is very likely to happen |
Risk levels in dams [9].
With regard to dams that have ceased to operate or are abandoned, the concessionaire must prepare a project that defines the work for putting out of service and the conditions in which the area of influence will remain. In addition, the project must specify the necessary adaptations so that an incident does not occur due to the inappropriate behavior of the remnants of the dam. Therefore, in order to ensure that the removal is carried out correctly, it is necessary to verify that any danger to human lives or important properties has been eliminated.
It should be noted that the problem of the removal of the dam does not end with the removal of the structures. The final phase consists of determining the impact of sediments on water quality and concentration of pollutants, flood potential, conservation of fish and wildlife, downstream infrastructure, cultural resources, and recreational activities that were carried out in the reservoir and determining if it is necessary to build new structures or mitigation measures.
In this section, a historical case of the failure of a homogeneous earth dam is described. The dam was built in 2009 in San José Iturbide, Guanajuato. The objective of the dam was for the recharge of an aquifer and the supply of drinking troughs by capturing rainwater and runoff from the mountains. The height of the dam is 13.6 m, and the length is 98.5 m. The storage capacity of maximum water level (MWL) is 0.290 hm3 (Elev. 2199.50 m.a.s.l). The material for the construction consisted of a sandy silt with some gravels and small boulders.
Downstream, approximately 3.7 km away, is the population called El Capulín, whose number of inhabitants exceeds 3300. In addition, it should be clarified that the dam was designed and built in a particular way without the consent of the National Water Commission.
In February 2010, the spillway collapsed during the first filling of the reservoir, for which more than 2000 people from El Capulín population were evacuated. Figure 4 shows the failure of the dam. The technical visits after the failure showed that the material for the construction was highly erodible and was placed without any compaction procedure. On the other hand, evidence was found that there was no cleanliness in the contact of the dam with the basalt rock. In addition, water seepage was observed in the dam-rock basal contact, and several local type faults were identified on the upstream side of the dam.
Overflow and failure of the spillway of the La Salitrera dam, in 2010.
The results of the hydrological study for maximum avenues with different return periods (including 1 of 10,000 years) showed that, from a return period of 50, the maximum level of the dam was exceeded with hydraulic heads between 0.18 and 1.91 m. As a result, the safety of the structure due to overflow and erosion represented an imminent danger. In fact, the hydrological risk represented by the dam was high.
For the geotechnical investigation, six test pit excavations were carried out to obtain soil samples to determine the index and compaction properties of the material. In addition, in situ permeability tests were performed with the Matsuo Akai method. Figure 5 shows the maximum section of the dam with the explorations made.
Maximum section of the dam with the location of test pit excavations and material properties.
Slope stability analyses were carried out with two limit equilibrium methods: Morgenstern-Price and Bishop. Initially, the stability of the dam (upstream and downstream sides) focused on steady-state conditions for water reservoir levels: normal water level (NWL) and maximum water level (MWL). Table 4 indicates the factors of safety for both conditions. In summary, it is observed that the factors of safety for the slopes of the dam do not satisfy the minimum factor of safety requested by CONAGUA (FoSmin = 1.5). Figure 6 shows the minimum factor of safety and the failure surface for the downstream side.
Flow condition | Slope | Factor of safety | Water level | |
---|---|---|---|---|
Morgenstern-Price | Bishop | |||
Steady-state | Upstream | 3.105 | 3.108 | MWL |
Steady-state | Downstream | 0.975 | 0.961 | MWL |
Steady-state | Upstream | 1.815 | 1.820 | NWL |
Steady-state | Downstream | 1.310 | 1.306 | NWL |
Factors of safety determined with slope stability analysis under steady-state groundwater flow conditions.
Note: MWL = maximum water level
Minimum factor of safety and critical failure surface in downstream side, steady-state groundwater flow (maximum water level).
On the other hand, the slope stability was analyzed, assuming a rapid drawdown of the reservoir. Table 5 indicates that the dam slopes have a factor of safety less than 1.2. Therefore, both slopes of the dam are unstable and represent an imminent risk of failure.
Flow condition | Slope | Factor of safety | Reservoir water level | |
---|---|---|---|---|
Morgenstern-Price | Bishop | |||
Rapid drawdown | Upstream | 0.838 | 0.803 | MWL to NWL |
Rapid drawdown | Downstream | 0.976 | 0.962 | MWL to NWL |
Factor of safety determined with the slope stability analysis under rapid drawdown groundwater flow conditions (Section 1).
Note: MWL = maximum water level; NWL = normal water level
Finally, the earthquake stability of the dam was determined. The water level was assumed at NWL, and a return period for the earthquake of 475 years was considered. As shown in Table 6, the safety factor for the analysis is greater than 1.0. Therefore, the stability of the dam under a seismic event is not critical. Table 6 summarizes also the results for the three conditions of operation of the dam: normal, unusual, and extreme.
Operation | Slope | Factor of safety Morgenstern-Price | Flow condition | Reservoir water level |
---|---|---|---|---|
Normal | Upstream | 3.11 > 1.50 | Steady-state | MWL |
Downstream | 0.98 < 1.50 | Steady-state | MWL | |
Unusual | Upstream | 0.86 < 1.20 | Rapid drawdown | MWL to NWL |
Downstream | 0.98 < 1.20 | Rapid drawdown | MWL to NWL | |
Extreme | Upstream | 1.72 > 1.00 | Steady-state with an earthquake* | NWL |
Factors of safety obtained from slope stability analysis under normal, unusual, and extreme operating conditions.
Note: Earthquake with PGA = 0.45 g and Tr = 475 years.
MWL = maximum water level; NWL = normal water level
The evaluation of the danger zones by the flood was determined taking into account two factors of main interest: (1) maximum depths and (2) maximum flow velocities. In this case, the hydraulic analyses showed that the channel has a capacity for an avenue with a return period of 10 years. In addition, the estimated maximum water velocities exceed 4 m/s, and the maximum depth of the avenue is greater than 1.5 m.
Three alternative solutions are presented:
Construct a cylindrical type spillway (Creager) with a length of 16 m with a water head of 2.75 m and a capacity of 145 m3/s. These characteristics correspond to a return period of 10,000 years.
Cut down the height of the dam by 3 m, and build a 3 m high channel wall from the left embankment; clean and excavate the ignimbrite rock 10 m long and up to the height of 2192 m above sea level, at the right bank, where the spillway was.
Remove the dam.
From these three alternatives, alternative 2 is considered the most feasible. As a result, a 10 m long wide crest spillway is proposed. The height of the dam must be reduced by 3 meters to reach a height of 2196.5 m.a.s.l. The modification of the NWL to the level 2192 m.a.s.l. restricts the water level so that it does not represent a risk to the dam. In addition, the modification of the MWL to the level 2195.7 m.a.s.l. will allow the transit of extreme events without affecting the security of the dam.
With regard to the mitigation of flood risk, cleanup work and release of the main channel are recommended. In addition, build the necessary structures such as bridges, culverts, etc. which will allow the free flow of water during extraordinary events.
As can be seen in Tables 4 and 5, the stability of the dam in steady-state and rapid drawdown groundwater flow conditions and the factors of safety are less than unity; therefore, the structure is unsafe. Also, taking into consideration the granulometric characteristics of the construction material of the dam, in addition to the photographic evidence of Figure 4, the material seems susceptible to internal erosion (piping); therefore, the safety of the dam is not adequate from this point of view.
The main conclusions of this work are:
Geotechnics plays a fundamental role in the proper functioning of earth and rock-fill dams. For this reason, it is essential to perform geotechnical studies from the selection of the dam site and its intervention in the methodology of the design of the embankment and other elements that make up the dam and to monitor the behavior of the entire dam during its useful life.
The failure of a dam can occur due to a deficient preliminary geotechnical study, a bad design of its embankment or foundation, a poor control in the quality of the construction, or a lack of maintenance in the instrumentation and operation of the dam.
There are methods nowadays to adequately take into account the forces originated from earthquakes, the groundwater flow, and the problems of internal erosion (piping).
The inspection visits to each dam should be carried out periodically and, especially, immediately after any extraordinary phenomenon, such as an extreme flood, an earthquake, or any other anomalies not contemplated in its design.
It is convenient that the inspection visits are carried out by engineers with width experience and that they include the areas of hydraulics, hydrology, geotechnics, structures, and electromechanics.
The authors acknowledge and are in particular grateful to José Alfredo Mendoza Promotor for his valuable help in reviewing the format and the edition of this document.
IntechOpen aims to ensure that original material is published while at the same time giving significant freedom to our Authors. To that end we maintain a flexible Copyright Policy guaranteeing that there is no transfer of copyright to the publisher and Authors retain exclusive copyright to their Work.
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\\n"}]'},components:[{type:"htmlEditorComponent",content:"The Corresponding Author (acting on behalf of all Authors) and INTECHOPEN LIMITED, incorporated and registered in England and Wales with company number 11086078 and a registered office at 5 Princes Gate Court, London, United Kingdom, SW7 2QJ conclude the following Agreement regarding the publication of a Journal Article:
\n\n1. DEFINITIONS
\n\nCorresponding Author: The Author of the Article who serves as a Signatory to this Agreement. The Corresponding Author acts on behalf of any other Co-Author. Co-Author: All other Authors of the Article besides the Corresponding Author. IntechOpen: IntechOpen Ltd., the Publisher of the Journal.
\n\nJournal: The publication as a collection of Articles compiled by IntechOpen .
\n\nArticle: The original literary work created by Corresponding Author and any Co Author that is the subject of this Agreement.
\n\n2. CORRESPONDING AUTHOR'S GRANT OF RIGHTS
\n\n2.1 Subject to the following Article, the Corresponding Author grants and shall ensure that each Co-Author grants, to IntechOpen, during the full term of copyright and any extensions or renewals of that term the following:
\n\n• An irrevocable, worldwide, royalty-free, perpetual, transferable, sublicensable, non-exclusive right to publish, communicate to the public, reproduce, republish, transmit, sell, distribute and otherwise use and make available the Article in whole, partial or adapted from and/or incorporated in or in conjunction with other works, in electronic and print editions of the Publication and in derivative works and on any platform owned and/or operated by IntechOpen, throughout the world, in all languages, and in all media and formats now known or later developed.
\n\n• An irrevocable, worldwide, royalty-free, perpetual, transferable, sublicensable, non-exclusive right to create and store electronic archival copies of the Article, including the right to deposit the Article in open access digital repositories.
\n\n• An irrevocable, worldwide, royalty-free, perpetual, transferable, sublicensable, non-exclusive right to license others to reproduce, translate, republish, transmit and distribute the Article in whole, partial or adapted from and/or incorporated in or in conjunction with other works under the condition that the Corresponding Author and each Co-Author is attributed (currently this is carried out by publishing the Article under a Creative Commons 4.0 International Licence).
\n\nThe aforementioned licenses shall survive the expiry or termination of this Agreement for any reason.
\n\n2.2 The Corresponding Author (on their own behalf and on behalf of any Co-Author) reserves the following rights to the Article but agrees not to exercise them in such a way as to adversely affect IntechOpen's ability to utilize the full benefit of this Publication Agreement: (i) reprographic rights worldwide, other than those which subsist in the typographical arrangement of the Article as published by IntechOpen; and (ii) public lending rights arising under the Public Lending Right Act 1979, as amended from time to time, and any similar rights arising in any part of the world. The Corresponding Author confirms that they (and any Co-Author) are and will remain a member of any applicable licensing and collecting society and any successor to that body responsible for administering royalties for the reprographic reproduction of copyright works.
\n\nSubject to the license granted above, copyright in the Article and all versions of it created during IntechOpen's editing process (including the published version) is retained by the Corresponding Author and any Co-Author.
\n\nSubject to the license granted above, the Corresponding Author and any Co-Author retains patent, trademark and other intellectual property rights to the Article.
\n\n2.3 All rights granted to IntechOpen in this Article are assignable, sublicensable or otherwise transferrable to third parties without the Corresponding Author's or any Co-Author’s specific approval.
\n\n2.4 The Corresponding Author (on their own behalf and on behalf of each Co Author) will not assert any rights under the Copyright, Designs and Patents Act 1988 to object to derogatory treatment of the Article as a consequence of IntechOpen's changes to the Article arising from translation of it, corrections and edits for house style, removal of problematic material and other reasonable edits.
\n\n3. CORRESPONDING AUTHOR'S DUTIES
\n\n3.1 When distributing or re-publishing the Article, the Corresponding Author agrees to credit the Journal in which the Article has been published as the source of first publication, as well as IntechOpen. The Corresponding Author warrants that each Co-Author will also credit the Journal in which the Article has been published as the source of first publication, as well as IntechOpen, when they are distributing or re publishing the Article.
\n\n3.2 When submitting the Article, the Corresponding Author agrees to:
\n\n• Comply with all instructions and guidelines provided by IntechOpen;
\n\n• Produce the Article with all due skill, care and diligence, and in accordance with good scientific practice;
\n\n• Submit all the corrections in due time as defined during the publishing process schedule.
\n\nThe Corresponding Author will be held responsible for the payment of the Article Processing Charge.
\n\nAll payments shall be due 30 days from the date of the issued invoice. The Corresponding Author or the payer on the Corresponding Author's and Co-Authors' behalf will bear all banking and similar charges incurred.
\n\n3.3 The Corresponding Author shall obtain in writing all consents necessary for the reproduction of any material in which a third-party right exists, including quotations, photographs and illustrations, in all editions of the Article worldwide for the full term of the above licenses, and shall provide to IntechOpen upon request the original copies of such consents for inspection (at IntechOpen's option) or photocopies of such consents.
\n\nThe Corresponding Author shall obtain written informed consent for publication from people who might recognize themselves or be identified by others (e.g. from case reports or photographs).
\n\n3.4 The Corresponding Author and any Co-Author shall respect confidentiality rights during and after the termination of this Agreement. The information contained in all correspondence and documents as part of the publishing activity between IntechOpen and the Corresponding Author and any Co-Author are confidential and are intended only for the recipient. The contents may not be disclosed publicly and are not intended for unauthorized use or distribution. Any use, disclosure, copying, or distribution is prohibited and may be unlawful.
\n\n4. CORRESPONDING AUTHOR'S WARRANTY
\n\n4.1 The Corresponding Author represents and warrants that the Article does not and will not breach any applicable law or the rights of any third party and, specifically, that the Article contains no matter that is defamatory or that infringes any literary or proprietary rights, intellectual property rights, or any rights of privacy. The Corresponding Author warrants and represents that: (i) the Article is the original work of themselves and any Co-Author and is not copied wholly or substantially from any other work or material or any other source; (ii) the Article has not been formally published in any other peer-reviewed journal or in a Journal or edited collection, and is not under consideration for any such publication; (iii) they themselves and any Co-Author are qualifying persons under section 154 of the Copyright, Designs and Patents Act 1988; (iv) they themselves and any Co-Author have not assigned and will not during the term of this Publication Agreement purport to assign any of the rights granted to IntechOpen under this Publication
\n\nAgreement; and (v) the rights granted by this Publication Agreement are free from any security interest, option, mortgage, charge or lien.
\n\nThe Corresponding Author also warrants and represents that: (i) they have the full power to enter into this Publication Agreement on their own behalf and on behalf of each Co-Author; and (ii) they have the necessary rights and/or title in and to the Article to grant IntechOpen, on behalf of themselves and any Co-Author, the rights and licenses expressed to be granted in this Publication Agreement. If the Article was prepared jointly by the Corresponding Author and any Co-Author, the Corresponding Author warrants and represents that: (i) each Co-Author agrees to the submission, license and publication of the Article on the terms of this Publication Agreement; and (ii) they have the authority to enter into this Publication Agreement on behalf of and bind each Co-Author. The Corresponding Author shall: (i) ensure each Co-Author complies with all relevant provisions of this Publication Agreement, including those relating to confidentiality, performance and standards, as if a party to this Publication Agreement; and (ii) remain primarily liable for all acts and/or omissions of each such Co-Author.
\n\nThe Corresponding Author agrees to indemnify and hold IntechOpen harmless against all liabilities, costs, expenses, damages and losses and all reasonable legal costs and expenses suffered or incurred by IntechOpen arising out of or in connection with any breach of the aforementioned representations and warranties. This indemnity shall not cover IntechOpen to the extent that a claim under it results from IntechOpen's negligence or willful misconduct.
\n\n4.2 Nothing in this Publication Agreement shall have the effect of excluding or limiting any liability for death or personal injury caused by negligence or any other liability that cannot be excluded or limited by applicable law.
\n\n5. TERMINATION
\n\n5.1 IntechOpen has a right to terminate this Publication Agreement for quality, program, technical or other reasons with immediate effect, including without limitation (i) if the Corresponding Author or any Co-Author commits a material breach of this Publication Agreement; (ii) if the Corresponding Author or any Co Author (being an individual) is the subject of a bankruptcy petition, application or order; or (iii) if the Corresponding Author or any Co-Author (being a company) commences negotiations with all or any class of its creditors with a view to rescheduling any of its debts, or makes a proposal for or enters into any compromise or arrangement with any of its creditors.
\n\nIn case of termination, IntechOpen will notify the Corresponding Author, in writing, of the decision.
\n\n6. INTECHOPEN’S DUTIES AND RIGHTS
\n\n6.1 Unless prevented from doing so by events outside its reasonable control, IntechOpen, in its discretion, agrees to publish the Article attributing it to the Corresponding Author and any Co-Author.
\n\n6.2 IntechOpen has the right to use the Corresponding Author’s and any Co-Author’s names and likeness in connection with scientific dissemination, retrieval, archiving, web hosting and promotion and marketing of the Article and has the right to contact the Corresponding Author and any Co-Author until the Article is publicly available on any platform owned and/or operated by IntechOpen.
\n\n6.3 IntechOpen is granted the authority to enforce the rights from this Publication Agreement, on behalf of the Corresponding Author and any Co-Author, against third parties (for example in cases of plagiarism or copyright infringements). In respect of any such infringement or suspected infringement of the copyright in the Article,
\n\nIntechOpen shall have absolute discretion in addressing any such infringement which is likely to affect IntechOpen's rights under this Publication Agreement, including issuing and conducting proceedings against the suspected infringer.
\n\n7. MISCELLANEOUS
\n\n7.1 Further Assurance: The Corresponding Author shall and will ensure that any relevant third party (including any Co-Author) shall, execute and deliver whatever further documents or deeds and perform such acts as IntechOpen reasonably requires from time to time for the purpose of giving IntechOpen the full benefit of the provisions of this Publication Agreement.
\n\n7.2 Third Party Rights: A person who is not a party to this Publication Agreement may not enforce any of its provisions under the Contracts (Rights of Third Parties) Act 1999.
\n\n7.3 Entire Agreement: This Publication Agreement constitutes the entire agreement between the parties in relation to its subject matter. It replaces and extinguishes all prior agreements, draft agreements, arrangements, collateral warranties, collateral contracts, statements, assurances, representations and undertakings of any nature made by or on behalf of the parties, whether oral or written, in relation to that subject matter. Each party acknowledges that in entering into this Publication Agreement it has not relied upon any oral or written statements, collateral or other warranties, assurances, representations or undertakings which were made by or on behalf of the other party in relation to the subject matter of this Publication Agreement at any time before its signature (together "Pre-Contractual Statements"), other than those which are set out in this Publication Agreement. Each party hereby waives all rights and remedies which might otherwise be available to it in relation to such Pre-Contractual Statements. Nothing in this clause shall exclude or restrict the liability of either party arising out of its pre-contract fraudulent misrepresentation or fraudulent concealment.
\n\n7.4 Waiver: No failure or delay by a party to exercise any right or remedy provided under this Publication Agreement or by law shall constitute a waiver of that or any other right or remedy, nor shall it preclude or restrict the further exercise of that or any other right or remedy. No single or partial exercise of such right or remedy shall preclude or restrict the further exercise of that or any other right or remedy.
\n\n7.5 Variation: No variation of this Publication Agreement shall be effective unless it is in writing and signed by the parties (or their duly authorized representatives).
\n\n7.6 Severance: If any provision or part-provision of this Publication Agreement is or becomes invalid, illegal or unenforceable, it shall be deemed modified to the minimum extent necessary to make it valid, legal and enforceable. If such modification is not possible, the relevant provision or part-provision shall be deemed deleted.
\n\nAny modification to or deletion of a provision or part-provision under this clause shall not affect the validity and enforceability of the rest of this Publication Agreement.
\n\n7.7 No partnership: Nothing in this Publication Agreement is intended to, or shall be deemed to, establish or create any partnership or joint venture or the relationship of principal and agent or employer and employee between IntechOpen and the Corresponding Author or any Co-Author, nor authorize any party to make or enter into any commitments for or on behalf of any other party.
\n\n7.8 Governing law: This Publication Agreement and any dispute or claim (including non-contractual disputes or claims) arising out of or in connection with it or its subject matter or formation shall be governed by and construed in accordance with the law of England and Wales. The parties submit to the exclusive jurisdiction of the English courts to settle any dispute or claim arising out of or in connection with this Publication Agreement (including any non-contractual disputes or claims).
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Brandebo"}],equalEditorOne:null,equalEditorTwo:null,equalEditorThree:null,productType:{id:"1",chapterContentType:"chapter",authoredCaption:"Edited by"}},{type:"book",id:"7251",title:"Organizational Culture",subtitle:null,isOpenForSubmission:!1,hash:"b3327ed12ba56dbfd84812f7a34e8d38",slug:"organizational-culture",bookSignature:"Jolita Vveinhardt",coverURL:"https://cdn.intechopen.com/books/images_new/7251.jpg",editedByType:"Edited by",editors:[{id:"179629",title:"Prof.",name:"Jolita",middleName:null,surname:"Vveinhardt",slug:"jolita-vveinhardt",fullName:"Jolita Vveinhardt"}],equalEditorOne:null,equalEditorTwo:null,equalEditorThree:null,productType:{id:"1",chapterContentType:"chapter",authoredCaption:"Edited by"}},{type:"book",id:"5858",title:"Congruence of Personal and Organizational Values",subtitle:null,isOpenForSubmission:!1,hash:"e59bb665f108a72351652ae2bb5a3bcd",slug:"congruence-of-personal-and-organizational-values",bookSignature:"Jolita Vveinhardt",coverURL:"https://cdn.intechopen.com/books/images_new/5858.jpg",editedByType:"Edited by",editors:[{id:"179629",title:"Prof.",name:"Jolita",middleName:null,surname:"Vveinhardt",slug:"jolita-vveinhardt",fullName:"Jolita Vveinhardt"}],equalEditorOne:null,equalEditorTwo:null,equalEditorThree:null,productType:{id:"1",chapterContentType:"chapter",authoredCaption:"Edited by"}}],booksByTopicTotal:3,seriesByTopicCollection:[],seriesByTopicTotal:0,mostCitedChapters:[{id:"63695",doi:"10.5772/intechopen.78051",title:"The Role of National Cultures in Shaping the Corporate Management Cultures: A Three-Country Theoretical Analysis",slug:"the-role-of-national-cultures-in-shaping-the-corporate-management-cultures-a-three-country-theoretic",totalDownloads:4954,totalCrossrefCites:7,totalDimensionsCites:8,abstract:"This chapter explores answers to the question that how national cultures influence the management cultures of organizations. In this case, therefore, differences and similarities among the national cultures of Pakistan, Mexico, and the USA are under investigation in order to analyze the impacts of such differences and similarities on the management cultures of organizations located in these countries. The outcomes of the analysis based on the existing literature suggest that differences in national cultures greatly influence the way organizations are managed in these countries. These findings present cross-cultural management challenges for organizations working in these countries, especially when they want to build trilateral or bilateral business partnerships. This is in addition to the fact that the USA and Mexico are geographically far from Pakistan.",book:{id:"7251",slug:"organizational-culture",title:"Organizational Culture",fullTitle:"Organizational Culture"},signatures:"Mohammad Ayub Khan and Laurie Smith Law",authors:[{id:"247709",title:"Prof.",name:"Mohammad",middleName:null,surname:"Khan",slug:"mohammad-khan",fullName:"Mohammad Khan"},{id:"247712",title:"Prof.",name:"Laurie Smith",middleName:null,surname:"Law",slug:"laurie-smith-law",fullName:"Laurie Smith Law"}]},{id:"60316",doi:"10.5772/intechopen.75462",title:"Toxic Leadership: The Most Menacing Form of Leadership",slug:"toxic-leadership-the-most-menacing-form-of-leadership",totalDownloads:3395,totalCrossrefCites:4,totalDimensionsCites:7,abstract:"Recent misuses of power in politics, corporate and religious arena have invigorated interest in dark side of leadership. This chapter sheds light on a menacing type of dark leadership—toxic leadership. Owing to the dearth of a comprehensive delineation of “toxic” leadership from its related phenomena, this chapter addresses the paucities and clarifies the nature, process, reasons and consequences of “toxic” leadership. It reviews, summarizes and integrates the existing literature on toxic leadership to draw nomological distinctions amongst different constructs of dark leadership and eventually presents stimulators and behavioral symptoms of toxic leadership. Few contemporary myths and detoxification measures are discussed to combat toxicity in a leader for a sustainable organization. The goal of the chapter is to reach our readers’ curiosity, enhance their frame of reference and bring new insights to educate them by providing guidelines and awareness about toxic leadership.",book:{id:"6673",slug:"dark-sides-of-organizational-behavior-and-leadership",title:"Dark Sides of Organizational Behavior and Leadership",fullTitle:"Dark Sides of Organizational Behavior and Leadership"},signatures:"Nivedita Singh, Santoshi Sengupta and Santosh Dev",authors:null},{id:"57830",doi:"10.5772/68033",title:"Strengthening the Congruence of Personal and Organizational Values",slug:"strengthening-the-congruence-of-personal-and-organizational-values",totalDownloads:1481,totalCrossrefCites:3,totalDimensionsCites:4,abstract:"The diagnosis of the congruence of personal and organizational values by forming managerial decisions for strengthening the values congruence was analyzed in this chapter. Analysis of empirical research on personal and organizational values congruence as well as a comparative analysis of instruments and its structures used in the analyzed researches was conducted. The questionnaire for employees, which integrates different methods of values congruence evaluation, an extensive list of personal and organizational values, was constructed. The interview questionnaire for executives in order to identify the practices in organization related to values was constructed. Both questionnaires were combined into one instrument for the complex diagnosis of personal and organizational values congruence. In order to consistently enhance personal and organizational values congruence, the complex model for strengthening the congruence of personal and organizational values, including presentation of its application principles and logic, was constructed and empirically validated. A quantitative and qualitative study of personal and organizational values congruence in 15 different types of organizations in Lithuania and abroad had revealed the latent causes of the gap between personal and organizational values. Managerial solutions for strengthening the congruence of personal and organizational values based on the results of research were formed.",book:{id:"5858",slug:"congruence-of-personal-and-organizational-values",title:"Congruence of Personal and Organizational Values",fullTitle:"Congruence of Personal and Organizational Values"},signatures:"Evelina Gulbovaite",authors:[{id:"198193",title:"Ph.D. Student",name:"Evelina",middleName:null,surname:"Gulbovaitė",slug:"evelina-gulbovaite",fullName:"Evelina Gulbovaitė"}]},{id:"63886",doi:"10.5772/intechopen.81002",title:"Model of Culture for Innovation",slug:"model-of-culture-for-innovation",totalDownloads:2170,totalCrossrefCites:2,totalDimensionsCites:4,abstract:"In the current economic panorama, innovation is considered to be an important source of sustainable competitive advantage. The literature indicates that organizational culture is one of the most important factors in innovation stimulation, given that influencing employee behavior promotes the acceptance of innovation as a fundamental organizational value and employee commitment to it. As such, organizations should concentrate on promoting an innovative culture that permits the institutionalization of innovation, which may occur by way of planned action or by means controlled by leaders or indirect mechanisms, such as structures, procedures, or institutional policy declarations. The importance of an innovative culture model which serves as a basis for cultural transformation emerges therefrom. Previous investigations have addressed innovative culture models focused on cultural traits and/or cultural determinants. The present study offers a holistic innovative culture model that in addition to addressing cultural traits and their determinants, as is done in other models, and takes into account management competencies and organizational capacities that are required to conform to cultural traits, to achieve innovative behavior on the part of the individuals of the organization.",book:{id:"7251",slug:"organizational-culture",title:"Organizational Culture",fullTitle:"Organizational Culture"},signatures:"Julia C. Naranjo-Valencia and Gregorio Calderon-Hernández",authors:[{id:"247967",title:"Dr.",name:"Julia",middleName:null,surname:"Naranjo-Valencia",slug:"julia-naranjo-valencia",fullName:"Julia Naranjo-Valencia"},{id:"260915",title:"Dr.",name:"Gregorio",middleName:null,surname:"Calderon-Hernández",slug:"gregorio-calderon-hernandez",fullName:"Gregorio Calderon-Hernández"}]},{id:"56188",doi:"10.5772/intechopen.69460",title:"Impact of Real and Propagated Values on Organisational Success",slug:"impact-of-real-and-propagated-values-on-organisational-success",totalDownloads:1318,totalCrossrefCites:3,totalDimensionsCites:3,abstract:"Most of the organisations have worded their values in their organisational strategies presented on their web pages and have hopefully made all the steps necessary to implement those values. In several cases, organisations have just worded their values, but the employees will not adapt to those. Since the values management is a quite well-described area, additional research seems not to be a priority. On the other hand, another aspect, which is important in using the values as a tool to achieve success, is the content of values. In other words, organisations need to know which values comply with the contemporary management paradigm and would support the organisations to achieve success. The same aspect is extremely important in the field of organisational quality management and assurance, where the real quality is shown through adapted (real) values, and at the same time, the shared values are one of the quality criteria of the postmodernist organisation. This chapter bases, on fact, that although values are quite popular topic of researches and theories, the values congruent with the organisational success is a mostly unexplored field. Therefore, the authors describe the impact of values on organisational success.",book:{id:"5858",slug:"congruence-of-personal-and-organizational-values",title:"Congruence of Personal and Organizational Values",fullTitle:"Congruence of Personal and Organizational Values"},signatures:"Eneken Titov and Ljudmila Umarova",authors:[{id:"198190",title:"Prof.",name:"Eneken",middleName:null,surname:"Titov",slug:"eneken-titov",fullName:"Eneken Titov"},{id:"199647",title:"Mrs.",name:"Ljudmila",middleName:null,surname:"Umarova",slug:"ljudmila-umarova",fullName:"Ljudmila Umarova"}]}],mostDownloadedChaptersLast30Days:[{id:"63695",title:"The Role of National Cultures in Shaping the Corporate Management Cultures: A Three-Country Theoretical Analysis",slug:"the-role-of-national-cultures-in-shaping-the-corporate-management-cultures-a-three-country-theoretic",totalDownloads:4955,totalCrossrefCites:7,totalDimensionsCites:8,abstract:"This chapter explores answers to the question that how national cultures influence the management cultures of organizations. In this case, therefore, differences and similarities among the national cultures of Pakistan, Mexico, and the USA are under investigation in order to analyze the impacts of such differences and similarities on the management cultures of organizations located in these countries. The outcomes of the analysis based on the existing literature suggest that differences in national cultures greatly influence the way organizations are managed in these countries. These findings present cross-cultural management challenges for organizations working in these countries, especially when they want to build trilateral or bilateral business partnerships. This is in addition to the fact that the USA and Mexico are geographically far from Pakistan.",book:{id:"7251",slug:"organizational-culture",title:"Organizational Culture",fullTitle:"Organizational Culture"},signatures:"Mohammad Ayub Khan and Laurie Smith Law",authors:[{id:"247709",title:"Prof.",name:"Mohammad",middleName:null,surname:"Khan",slug:"mohammad-khan",fullName:"Mohammad Khan"},{id:"247712",title:"Prof.",name:"Laurie Smith",middleName:null,surname:"Law",slug:"laurie-smith-law",fullName:"Laurie Smith Law"}]},{id:"60316",title:"Toxic Leadership: The Most Menacing Form of Leadership",slug:"toxic-leadership-the-most-menacing-form-of-leadership",totalDownloads:3395,totalCrossrefCites:4,totalDimensionsCites:7,abstract:"Recent misuses of power in politics, corporate and religious arena have invigorated interest in dark side of leadership. This chapter sheds light on a menacing type of dark leadership—toxic leadership. Owing to the dearth of a comprehensive delineation of “toxic” leadership from its related phenomena, this chapter addresses the paucities and clarifies the nature, process, reasons and consequences of “toxic” leadership. It reviews, summarizes and integrates the existing literature on toxic leadership to draw nomological distinctions amongst different constructs of dark leadership and eventually presents stimulators and behavioral symptoms of toxic leadership. Few contemporary myths and detoxification measures are discussed to combat toxicity in a leader for a sustainable organization. The goal of the chapter is to reach our readers’ curiosity, enhance their frame of reference and bring new insights to educate them by providing guidelines and awareness about toxic leadership.",book:{id:"6673",slug:"dark-sides-of-organizational-behavior-and-leadership",title:"Dark Sides of Organizational Behavior and Leadership",fullTitle:"Dark Sides of Organizational Behavior and Leadership"},signatures:"Nivedita Singh, Santoshi Sengupta and Santosh Dev",authors:null},{id:"63963",title:"Introductory Chapter: Dark Sides of Organizations and Leadership - An Integrative Approach and Definitions",slug:"introductory-chapter-dark-sides-of-organizations-and-leadership-an-integrative-approach-and-definiti",totalDownloads:1391,totalCrossrefCites:1,totalDimensionsCites:1,abstract:null,book:{id:"6673",slug:"dark-sides-of-organizational-behavior-and-leadership",title:"Dark Sides of Organizational Behavior and Leadership",fullTitle:"Dark Sides of Organizational Behavior and Leadership"},signatures:"Maria Fors Brandebo and Aida Alvinius",authors:[{id:"145558",title:"Associate Prof.",name:"Aida",middleName:null,surname:"Alvinius",slug:"aida-alvinius",fullName:"Aida Alvinius"},{id:"229002",title:"Dr.",name:"Maria",middleName:null,surname:"Fors Brandebo",slug:"maria-fors-brandebo",fullName:"Maria Fors Brandebo"}]},{id:"59851",title:"The Dark Side of Service Leaders",slug:"the-dark-side-of-service-leaders",totalDownloads:1345,totalCrossrefCites:2,totalDimensionsCites:2,abstract:"The rapid growth of service economies calls for effective service leaders. According to Po Chung (Co-founder of DHL International and Chairman Emeritus of DHL Express (Hong Kong) Limited), effective service leaders should possess competence, character and care (3Cs). In addition, a lack of these qualities constitutes the dark side of service leadership. In this chapter, the dark side of service leadership is examined at three levels. First, “viruses” in leadership are examined through the lens of the Service Leadership Theory. Second, attributes of the dark side of leadership with particular reference to problems in competence, character and care based on the existing scientific literature are outlined. Finally, the dark side of service leadership with reference to Confucian virtues is addressed.",book:{id:"6673",slug:"dark-sides-of-organizational-behavior-and-leadership",title:"Dark Sides of Organizational Behavior and Leadership",fullTitle:"Dark Sides of Organizational Behavior and Leadership"},signatures:"Daniel T.L. Shek, Po Chung and Diya Dou",authors:null},{id:"61335",title:"Organizational Culture as a Determinant of Construction Companies’ Competitiveness: Case Study of Croatia",slug:"organizational-culture-as-a-determinant-of-construction-companies-competitiveness-case-study-of-croa",totalDownloads:1259,totalCrossrefCites:0,totalDimensionsCites:2,abstract:"The aim of this chapter is to assess the organizational culture in construction industry in Croatia. The introductory part of the chapter highlights the purpose of the study presented in terms of learning the characteristics of the current and preferred organizational culture of the Croatian construction industry as well as understanding the relationship between the culture and competitiveness. Being a transitional country, Croatia is facing the need for behavior change of companies seeking competitive advantage, especially after becoming a part of the united European market. In a labor-intensive business like construction, adaptation of companies strongly depends on the underlying values and assumptions of their employees. Therefore, change management implies a need to learn about culture profiles. Results of the conducted research reveal culture profiles within construction industry in Croatia in respect of the size, core business, regional orientation and ownership of the analyzed companies. The preferences of existing engineers together with expectations of Generation Y have been also considered in order to anticipate the trends and necessary changes of organizational culture in construction industry in Croatia. Finally, findings of the cross-country analysis of culture’s implications on competitiveness will be presented, proving that culture’s role should be considered by decision makers trying to improve competitiveness.",book:{id:"7251",slug:"organizational-culture",title:"Organizational Culture",fullTitle:"Organizational Culture"},signatures:"Ivana Šandrk Nukić",authors:[{id:"246557",title:"Ph.D.",name:"Ivana",middleName:null,surname:"Šandrk Nukić",slug:"ivana-sandrk-nukic",fullName:"Ivana Šandrk Nukić"}]}],onlineFirstChaptersFilter:{topicId:"441",limit:6,offset:0},onlineFirstChaptersCollection:[{id:"76373",title:"Managing Conflict in Faith-Based Organizations in Zimbabwe",slug:"managing-conflict-in-faith-based-organizations-in-zimbabwe",totalDownloads:279,totalDimensionsCites:0,doi:"10.5772/intechopen.96932",abstract:"One of the basic theories commonly believed in the secular world today is that conflict is inevitable which means that individuals and groups have needs, interests, dislikes, likes, partnerships, values and preferences which are often not compatible. This is also true of faith-based organizations. Using the Apostolic Faith Mission in Zimbabwe church as a point of reference, this article argues that in Christian circles there is need to deliberately develop a perspective of conflict that reflects conflict as a positive force that generates both co-existence and growth in the church to counter the conventional view in the majority of churches that consider conflict as a destructive force. In the Apostolic Faith Mission church, intra-church disputes have a negative effect on the wellbeing of individuals and groups (the church) as conflict creates rivalry, hostility, divisions, hate, breakaways, among others. This is because a strongly adversarial attitude to conflict of all sorts is reflected in the approach of the church to conflict and in particular, some pastors have responded with legal action against the disciplinary activities of the church. Consequently, this article suggests that faith-based organizations should appreciate the importance of conflict for positive growth and development as a good number of Christians today are still pessimistic about conflict.",book:{id:"8452",title:"Organizational Conflict - New Insights",coverURL:"https://cdn.intechopen.com/books/images_new/8452.jpg"},signatures:"Norman Chivasa"},{id:"75982",title:"How Task Conflict Can Support Creative Problem Solving in Teams by Stimulating Knowledge Sharing, Critical and Creative Thinking and Meta-Cognition",slug:"how-task-conflict-can-support-creative-problem-solving-in-teams-by-stimulating-knowledge-sharing-cri",totalDownloads:254,totalDimensionsCites:0,doi:"10.5772/intechopen.96600",abstract:"This study explores how task conflict can support creative problem solving in teams and the cognitive processes applied. As multidisciplinary teams can be diverse in nature, they may not always partake competently in the pooling of information, and as a result task conflict may arise due to differences in mental models. Under certain conditions task conflict is considered to be beneficial to creative problem solving because it stimulates knowledge exchange and integration and constructive criticism to reach co-created decisions and solutions. Four case studies were conducted to analyse the discourse of teams carrying out design and innovation projects. Task conflict was found to have a positive impact on creative problem solving in the application of four cognitive processes: knowledge processing, critical and creative thinking and metacognition (team self-reflection). Task conflict was positively related to creativity in the proposal of solution alternatives. The successful application of the cognitive processes was dependent on an awareness of when task conflict is appropriate and high level social skills. The findings have implications for managers of teams solving complex problems. They highlight how the cognitive processes can be constructively used to stimulate and manage conflict to effectively solve problems in teams.",book:{id:"8452",title:"Organizational Conflict - New Insights",coverURL:"https://cdn.intechopen.com/books/images_new/8452.jpg"},signatures:"Louise Kiernan, Ann Ledwith and Raymond Lynch"},{id:"75879",title:"Intergroup Conflict and Organizational Performance: A Case of Kiboga Hospital, Uganda",slug:"intergroup-conflict-and-organizational-performance-a-case-of-kiboga-hospital-uganda",totalDownloads:287,totalDimensionsCites:0,doi:"10.5772/intechopen.96150",abstract:"The study aimed at finding out whether there is a relationship between intergroup conflicts and organizational Performance, using the case of Kiboga hospital. The study contributes to the body of existing literature by laying down strategies for managing and reducing intergroup conflicts. The study employed a cross-sectional research design along with a quantitative approach. The study population was 95 of which a sample size of 76 respondents was selected using Krejcie and Morgan table. Data was collected by the use of a questionnaire which was self-administered. Data were analyzed by the use of Statistical Package for Social Science (SPSS) through descriptive statistics and correlation analysis. Results revealed that respondents consented that intergroup conflicts affect performance with an average mean of 4.154 and a standard deviation of 1.092. A correlation coefficient of 0.903 which is significant at 0.01, revealed that there is a significant relationship between intergroup conflicts and performance which lead to the rejection of a null hypothesis. The study concluded that moderate levels of conflicts improve performance since they stimulate thinking and creativity in decision making towards goal achievement. However, extreme levels of conflict reduce performance in terms of patient care for our case of investigation. The study recommended strategies management can employ to manage extreme levels of conflicts to improve patient care.",book:{id:"8452",title:"Organizational Conflict - New Insights",coverURL:"https://cdn.intechopen.com/books/images_new/8452.jpg"},signatures:"Antony Tebitendwa"},{id:"75316",title:"Conflicts in Environmental and Agricultural Organizations in the Far North Region of Cameroon",slug:"conflicts-in-environmental-and-agricultural-organizations-in-the-far-north-region-of-cameroon",totalDownloads:225,totalDimensionsCites:0,doi:"10.5772/intechopen.95860",abstract:"The population of the Far North Region of Cameroon suffers the most from poverty and huge environmental challenges. As a result, they have the highest concentration of environmental organizations in Cameroon. Data was collected by interviewing key informants who work in environmental and agricultural companies. It was discovered that conflicts in such organizations are caused by the differences people have in terms of opinions, interests and needs as they work together with each other. Their strictness with one another also causes conflict especially when doing dirty or difficult work tasks. Conflict also comes about when the religious values of each other is not respected especially that of the Muslims in Christians dominated companies. There is also generational conflict which is characterized by the confrontation between the older and less educated generation who have some experience and young graduates who would like to implement new practices. Other causes are discrimination where workers are not promoted basing on merit but on their ethnic relation to one another. There is equally an economic cause which is due to the non-distribution of part of the substantial profits that some companies make to their employees as well as too low salary and poor work tasks distribution.",book:{id:"8452",title:"Organizational Conflict - New Insights",coverURL:"https://cdn.intechopen.com/books/images_new/8452.jpg"},signatures:"Nanche Billa Robert"},{id:"74723",title:"Rhetoric Communication to Handle Interpersonal Conflicts at Workplaces",slug:"rhetoric-communication-to-handle-interpersonal-conflicts-at-workplaces",totalDownloads:276,totalDimensionsCites:0,doi:"10.5772/intechopen.95526",abstract:"Organisations are large platforms amalgamating people from diverse backgrounds, mindsets, experiences, opinions and beliefs. It is likely that at times there may be a clash in personalities leading to conflicts. While conflicts resolved create productive workplaces, on the contrary unresolved conflicts generate dissatisfaction and discontent among the people further leading to inefficiency among the employees directly hampering the organisation as a whole. Communication is understood as the most indispensable factors that moulds and reflects in our everyday relationships. Because of its dynamism and complexity, communication forms the essence of interpersonal relationships in organisational contexts. Understanding the vitality of communication, the concept this paper explores is how rhetoric communication, an Aristotelian principle may help resolving interpersonal conflicts, creating a win-win situation and further extending healthy interpersonal relationships at workplaces.",book:{id:"8452",title:"Organizational Conflict - New Insights",coverURL:"https://cdn.intechopen.com/books/images_new/8452.jpg"},signatures:"Mitashree Tripathy"},{id:"74603",title:"Power Asymmetry, Negotiations and Conflict Management in Organizations",slug:"power-asymmetry-negotiations-and-conflict-management-in-organizations",totalDownloads:451,totalDimensionsCites:0,doi:"10.5772/intechopen.95492",abstract:"Relationships are seldom equal. In fact, social interactions involve most of the times power asymmetric relationships. Especially in organizations people are daily faced with situations where they are either in a powerful or in a powerless position compared to others. Power stems from various sources and takes several forms. For instance, people are powerful when they can administer punishments or rewards, when they are in a hierarchically higher position than others, when they have knowledge and expertise, when they are admired and respected, and when they have alternative options which enable them to make choices. Importantly, power determines the way people interact with each other and subsequently, the way they engage in conflicts and conflict resolution. Power-holders are best able to asymmetrically enforce their will and therefore, they have the capability to determine the process and the outcome of a conflict. In this chapter, I present the major sources of power and the main differences between them. Consequently, I elaborate on the impact of power on conflict management based on the negotiation literature. 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Thus proteomics, an area of research that detects all protein forms expressed in an organism, including splice isoforms and post-translational modifications, is more suitable than genomics for a comprehensive understanding of the biochemical processes that govern life. The most common proteomics applications are currently in the clinical field for the identification, in a variety of biological matrices, of biomarkers for diagnosis and therapeutic intervention of disorders. From the comparison of proteomic profiles of control and disease or different physiological states, which may emerge, changes in protein expression can provide new insights into the roles played by some proteins in human pathologies. Understanding how proteins function and interact with each other is another goal of proteomics that makes this approach even more intriguing. Specialized technology and expertise are required to assess the proteome of any biological sample. Currently, proteomics relies mainly on mass spectrometry (MS) combined with electrophoretic (1 or 2-DE-MS) and/or chromatographic techniques (LC-MS/MS). MS is an excellent tool that has gained popularity in proteomics because of its ability to gather a complex body of information such as cataloging protein expression, identifying protein modification sites, and defining protein interactions. 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