Classification of hydrolase based on EC numbers.
\r\n\t
",isbn:"978-1-80356-822-5",printIsbn:"978-1-80356-821-8",pdfIsbn:"978-1-80356-823-2",doi:null,price:0,priceEur:0,priceUsd:0,slug:null,numberOfPages:0,isOpenForSubmission:!0,isSalesforceBook:!1,hash:"8bcc7b0888f751d6a309eb0c6b8af509",bookSignature:"Dr. Morufu Olalekan Raimi, Dr. Oyeyemi Abisoye Sunday, Dr. Henry Olawale Sawyerr and Prof. Teddy Charles Adias",publishedDate:null,coverURL:"https://cdn.intechopen.com/books/images_new/11683.jpg",keywords:"Environmental Health Management, Epidemiological Measures, Health Impact Assessment, Social Responsibility, Continued Surveillance, Cumulative Incidence, Health Education, Health Care, Universal Precautions, Anthropometric Measurement, Population Intervention, Ethical Concern",numberOfDownloads:null,numberOfWosCitations:0,numberOfCrossrefCitations:null,numberOfDimensionsCitations:null,numberOfTotalCitations:null,isAvailableForWebshopOrdering:!0,dateEndFirstStepPublish:"March 30th 2022",dateEndSecondStepPublish:"June 7th 2022",dateEndThirdStepPublish:"August 6th 2022",dateEndFourthStepPublish:"October 25th 2022",dateEndFifthStepPublish:"December 24th 2022",remainingDaysToSecondStep:"19 days",secondStepPassed:!1,currentStepOfPublishingProcess:2,editedByType:null,kuFlag:!1,biosketch:"Dr. Raimi's work on groundwater pollution in the Niger Delta, amongst others, is opening a new path of scientific knowledge and research in pollution control management and related fields. He is a reviewer and an editorial board member of many scientific journals and is also a member of many societies among which are the Canadian Association for Global Health (CAGH) and Solid Waste Association of North America (SWANA).",coeditorOneBiosketch:"Dr. Abisoye Oyeyemi won the J.D. Soleye’s Prize for being the best candidate in the 2010 Parts II FMCPH Examinations with the best dissertation and also won the Adetokunbo O. Lucas Prize for the best candidate in 2010 Part II FMCPH Examinations. Between 2003 and 2005, Dr. Oyeyemi served as Site Supervisor (rural site) for the first-ever PMTCT project in Bayelsa State – a partnership between Bayelsa State Government, UNICEF, and Nigerian Agip Oil Company.",coeditorTwoBiosketch:"Dr. Sawyerr is a member of the African Academy of Environmental Health Professionals and the Alliance of Hazardous Materials Professionals, the U.S.A. He has authored over seven training manuals for Environmental Health Science, has published in over eighty-seven scientific journals, and has attended several scientific conferences both nationally and internationally.",coeditorThreeBiosketch:"Dr. Adias is a Fellow of the Institute of Biomedical Science (FIBMS), London, UK. His current research interest is focused on Transfusion immunology, safety, alternatives, and hematology of infectious diseases. Recent publications have included articles in Journals such as the Journal of Blood Medicine, Transfusion Clinique et Biologique, Pathology and Laboratory, and Medicine International amongst others.",coeditorFourBiosketch:null,coeditorFiveBiosketch:null,editors:[{id:"338653",title:"Dr.",name:"Morufu",middleName:"Olalekan",surname:"Raimi",slug:"morufu-raimi",fullName:"Morufu Raimi",profilePictureURL:"https://mts.intechopen.com/storage/users/338653/images/system/338653.jpg",biography:"Sanitarian RAIMI, Morufu Olalekan 15 years’ career includes expertise in environmental health ethics and policy, emergency preparedness and response, environmental health informatics, environmental auditing, monitoring and scanning, Health Impact Assessment (HIA). A registered and licences environmental health officer. Sanitarian Raimi Morufu Olalekan received his M.Phil in Environmental Health Science from Kwara State University in August 2018 and MSc in Environmental Health Management from the University of Uyo in March 2017, Diploma in Environmental Health from Public Health Training Institute and Bsc in Geography and Environmental Management from Niger Delta University. \nHe has taught classes at the Niger Delta University (department of community medicine), University of Maiduguri (department of geography), University of Uyo (center for wetlands and waste management studies) and Kwara State University (department of environmental health). Raimi Morufu Olalekan is the author or coauthor of more than 100 scientific publications and expert papers in American, European and Asian journal to his credit, 20 research projects under way including cumulative impact assessment of air quality and assessment of digital debris management in health Institutions in South-South, Nigeria. He has served as a key note speaker in many International and Local Conferences and has attended a number of certified educational seminars, participants of numerous symposiums in Nigeria and abroad. His H index is 20, i10 - index is 51, had 1164 Google citations, https://scholar.google.com/citations?user=nRBW82AAAAAJ&hl=en, SSRN citation 172, crossref citation 10 and download 2865, https://ssrn.com/author=2891311. San. Raimi Morufu Olalekan has successfully supervised more than (5) Master degrees candidates, two (2) doctorate degrees and currently supervising a number of Master and Doctorate degree candidates. His work on ground water pollution in the Niger Delta amongst others is opening new path of scientific knowledge and research in pollution control management and related fields. 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His taught courses include: Anthropogenic climate, Introduction to Environmental Health, Waste Management, Environmental Air Pollution and Human Health, Environmental Land Pollution and Human Health, Demography, Disaster Management, The Socio-Economic Environment, Biological and Physical Environment etc.",institutionString:"Saving One Million Lives Program for Results (SOML PforR) Bayelsa State Ministry of Health",position:null,outsideEditionCount:0,totalCites:0,totalAuthoredChapters:"1",totalChapterViews:"0",totalEditedBooks:"0",institution:null}],coeditorOne:{id:"452612",title:"Dr.",name:"Oyeyemi",middleName:"Abisoye",surname:"Sunday",slug:"oyeyemi-sunday",fullName:"Oyeyemi Sunday",profilePictureURL:"https://s3.us-east-1.amazonaws.com/intech-files/0033Y00003N9ZMfQAN/Profile_Picture_1643704495237",biography:"Dr. Abisoye Oyeyemi is an Associate Professor at the Niger Delta University and a Consultant Public Health Physician at the Niger Delta University Teaching Hospital. 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Numerous planned projects for renovation of existing, revitalization of historical and construction of new tram lines prompted the International Association of Public Transport (UITP) to, referring to the experience of the rail intercity systems, warn about the following fact. The introduction of modern tram systems design solutions based on new technologies and construction materials in the long run will not yield the desired effect of establishing a sustainable urban transport system. This can only be achieved by the simultaneous development of modern tram infrastructure management system based on networking and mutual complementarity of design and maintenance activities in integrated tram track maintenance planning model [1].
\nRail system management is a complex interdisciplinary process that includes managing, operation and maintenance of rail infrastructure and rolling stock, and organization of rail transportation. The emphasis that is nowadays placed on the necessity of reducing the total costs of rail systems requires optimizing each management step, including the track maintenance. Since the high implementation costs initiate significant investments in systems maintenance, primary objective for rail infrastructure management is to ensure a safe and comfortable ride with as long as possible system exploitation without any maintenance.
\nAs rail vehicles of different weights run on tracks with various speeds, a wide range of stresses occur in the elements of track superstructure. They are a consequence of vehicle loading and the dynamic forces such as centrifugal, braking, acceleration, hunting oscillation, vertical inertia and vibration forces caused by irregularities in the rail and wheel contact surface. The consequences of these, usually very large, forces on track elements are numerous. Formation of rolling contact fatigue cracks, plastic flow deformations, shelling and uneven wear of rails, failure of rail fastening elements and changes in track geometry are the main adverse phenomena during track exploitation. They need to be adequately recognized and addressed by carrying out appropriate maintenance work.
\nThe overall process of railway track maintenance includes the two basic types of activities—inspection and intervention.
\nTo optimize track maintenance procedures, it is necessary to increase the proportion of preventive maintenance at the expense of corrective maintenance. This can be achieved by creation of a rail track
Section 2 gives an overview of general structure, classification and examples of several models developed for the conventional track systems. Section 3 gives an overview of the physical tram track gauge degradation model creation—from the influential factors and modelling approach identification to the assessment of the model representativeness. Section 4 presents results of model analysis in the form of the observed tram track gauge degradation influential factors ranking by the level of their impact on the degradation rate. Section 5 gives concluding remarks and recommendations for future work.
\nMaintenance planning model is a decision‐making support tool for systems maintenance management. It is used to assess the impact of the maintenance work implementation on the system service life. A comprehensive maintenance planning model consists of one or more
Creating a physical model to determine the exploitation life of the system’s individual element, or the system as a whole, is the first step of establishing a modern approach to maintenance planning. This model can be established as a
Systematic research of rail track degradation began during the 1980s and 1990s of the past century, when the availability of data on tracks exploitation behaviour, especially in a digital format suitable for detailed analysis, was very modest. For this reason, researches mostly resulted in simple physical models of superstructure elements (rails, fastenings, sleepers and ballast) degradation [6].
\nA literature review showed that more recent studies, although numerous, are exclusively limited to standard 1435 mm gauge ballasted tracks, used for intercity traffic. To narrow gauge tram tracks, as a special group of slab track structures, is generally devoted less attention than to conventional ballasted railway tracks. Also, the existing railway regulations (International Union of Railways (UIC), Verband Deutscher Verkehrsunternehmen Oberbau‐Richtlinien, European Committee for Standardization (CEN)) in general do not consider tram tracks [7]. Because of that, the following overview of degradation models and their classification is based exclusively on data for conventional ballasted intercity rail track systems.
\nPhysical models of track degradation can be classified given the object of modelling, level of detail of the model and the methods of track data collection and processing during the model development.
\nGiven the
Modelling the
Most
Given the
It is in the nature of the railway industry to hinder publicly publishing a detailed description of the track exploitation behaviour modelling procedures. Therefore, this review shows only a number of model examples (Figure 1) listed in the publicly available literature. Reviewed researches on conventional track structures degradation were carried out by the individual national railway administrations as well as universities and other research institutions. The leading institutions in this research area are Transportation Technology Center of Association of American Railroads (TTCI, Colorado), European Rail Research Institute (ERRI, the Netherlands), Queensland Rail (QR, Australia), Railway Technical Research Institute (RTRI, Japan) and Lueå Railway Research Centre (JVTC, Sweden).
\nMaintenance models within rail infrastructure management process.
The knowledge on degradation analysis and modelling of tram tracks is still rudimentary [17, 18]. The adoption of best practices in the establishment of a modern tram track maintenance system is certainly preferable than starting the process from scratch. However, the knowledge gained about conventional ballasted intercity rail system degradation cannot be directly applied to the narrow gauge tracks in urban areas. This is due to significant differences in the design requirements and exploitation conditions that are defined as key factors of any rail system degradation. These differences are related to the tram tracks location, design geometry, construction, vehicles and traffic organization [2].
\nThe proximity between the tram tracks and the surrounding facilities and requirements for the rational use of city traffic areas during the tram route design demands narrower track gauges and tighter horizontal curves. For this reason, the tram vehicles are of smaller dimensions and weight. Axle loads on conventional railways are ranging from 16 to 25 tons per axle, whereas the axle load on urban tram tracks are generally lower than 13 tons per axle [19]. Also, the construction of trams undercarriage is different from conventional trains, and this difference is particularly pronounced in the case of modern low‐floor trams. The differences are also reflected in the tram traffic flow characteristics given the movement priority and speed of the rolling stock. Due to a lack of space in densely built urban centres, trams often have to share the lanes with road vehicles and therefore adjust (primarily reduce) their speed. For the same reason, tram tracks superstructure is usually built on continuously reinforced concrete slabs, with grooved rails enclosed in pavement construction. The use of such rails also means that tram wheels flange is narrower than one on train wheel.
\nThe review of the current practice has shown us that conclusions about the behaviour of conventional rail tracks during exploitation can only be used as a basis for further research of tram tracks degradation. In addition, significant differences between numerous tram systems construction, traffic conditions and monitoring procedures [2, 20, 21] complicate determining universal rules of narrow gauge tram track degradation. This indicates the need for research activities that would result in creation of a new approach to monitoring narrow gauge tram tracks behaviour during exploitation and the development of a mathematical model of tracks degradation, taking into account joint effect of track design and exploitation conditions.
\nA key element of the coordinated maintenance planning based on the track degradation modelling is up to date, digital, concise and widely available historical database on the tracks. It contains comprehensive information on tracks design and construction elements, exploitation conditions and monitoring and maintenance history (conducted inspections, activities and maintenance costs).
\nAlthough tracks monitoring and modelling are recognized as very important activities, many tram networks managements face similar problems when attempting to create such database. This is because most European cities have retained the traditional tram systems that date back to before the First World War. Nowadays, they face the problem of documenting their infrastructure in digital databases. In addition, the actual knowledge on the tracks condition is limited to a small number of managements’ employees. Also, most of these employees do not have any tools for collecting, systematizing and integrating data in the historical database on which to conduct the assessment of the maintenance needs. Fortunately, cities that have recently upgraded their tram systems into modern networks based on the technologies and practices of urban light rail now have a large amount of precise digital documentation necessary for creation of historical databases [22, 23]. One such system is the tram system in the city of Zagreb, with about 80 km of tram tracks that were built and reconstructed during the past two decades.
\nTypes of Zagreb tram corridors—separate and shared.
Today, regular tram traffic in Zagreb is organized in 15 lines served daily by 178 tram vehicles operating on 116.3 km of 1000 mm gauge tracks. About half of the operational length of the tracks is placed in a separate tram corridor, whereas the rest share their corridor with road traffic (Figure 2) [24]. Two types of steel grades for grooved Ri‐60 rails are used on Zagreb tram tracks: steel grade R200 rails at tangential and curved tracks with radius R≥200 m and wear‐resistant steel grade R260 rails at curved tracks with radius R<200 m. Rails are discreetly laid on the levelling layers, made out of micro synthetic concrete, which are built on reinforced concrete slab. The distance between levelling layers is one meter, and rails are fixed to them by elastic fastening systems.
\nExploitation conditions on Zagreb tram tracks are very harsh: individual sections have a traffic volume of up to 15 million gross tonnes (MGT) per year, with vehicle passing frequency of <90 s, and loads of more than 3.5 tonnes per wheel [25]. This high‐capacity network presents an optimal testing ground for exploration of the possibilities to introduce the predictive maintenance system on narrow gauge tram tracks through the development of a track degradation model, based on the principles established on conventional rail track structures.
\nOne of the main factors ensuring the tram traffic safety and ride comfort is maintaining high‐quality track geometry. The required tram traffic safety refers to prevention of tram derailment. The required ride comfort refers to limiting the amount of lateral movement of trams in motion.
\nHunting motion and tram track gauge increase due to rail head wear.
According to Ref. [26], tram track geometry is defined by track gauge (G) and cross level (h).
When viewed in the ground plan, the trajectory of the moving rail vehicles centre of gravity has the shape of a sinusoid [27]. This hunting motion is a consequence of differences in the spacing between wheel flanges and the track gauge. This kind of motion gets more pronounced as the difference, that is, track gauge increases, primarily due to rail wear. Rail wear is a consequence of wheel rolling and sliding contact abrasion, and it is manifested as loss or movement of material in the contact area of rail head (Figure 3).
\nBesides compromising requested ride quality and smoothness, rail wear, that is track gauge increase, causes additional dynamic loads on track, its faster degradation and higher maintenance costs. Therefore, it is not surprising that measuring and modelling of gauge degradation are the most common forms of monitoring rail infrastructure within the planned maintenance system.
\nConsidering the
Input data and analysis complexity—degradation models hierarchy.
Through review of the development, preparation and characteristics of railway tracks geometry degradation models, two main objections of their end users were identified. Models are either too general and do not take into account the specific rail traffic and track characteristics, or too specific, that is they require a large amount of input data and interpretation of their results requires a high level of insight into the degradation problem. That is why today most researchers aim to develop as simple as possible degradation models that are convenient for the implementation and interpretation.
\nAfter modelling approaches, characteristics and procedures analysis, it was concluded that modelling of tram track gauge degradation during exploitation, due to the availability and format of the data on the Zagreb tram tracks, should be carried out using mechanistic‐empirical approach.
\nTrack geometry degradation in the form of gauge increase caused by rail wear is the subject of numerous research studies conducted to accurately determine the mechanisms of its development. Studies have shown that this process is very complex and depends on a number of influential factors. They can be divided into three basic groups:
Gauge degradation is primarily a result of the dynamic loading from vehicles running on tracks. These forces occur because of the irregularities in wheel‐rail contact surface and track geometry. The rate of degradation is proportional to the exploitation intensity and vehicles speed. With regard to construction factors, studies have shown that the increase in rail steel hardness slows down the process of gauge degradation. Horizontal track geometry design elements also have a major effect on the degradation process, in particular the track curvature. Gauge degrades faster in horizontal curves than in tangential track sections, and the degradation rate is proportional to tracks curvature [21, 44, 49–52].
\nFor the purpose of tram track gauge degradation modelling, beside exploitation intensity, the following six design, construction and traffic characteristics were defined as influential: track curvature, rail quality, that is steel hardness, rail fastening system stiffness, paving system type, estimated tram operation speed due to the corridor type and due to arrangement of stops and crossings. The aim of the model creation is to determine the individual contribution of influential factor on tram track gauge degradation rate.
\nFor the purpose of this investigation, a review of the available construction and supervision documentation made for the (re)construction of tram tracks in Zagreb in the period 1997–2004 was performed. It resulted in identification of 11 sections of the network (more than 26 km of tram tracks) suitable for model creation.
\nReviewed documentation included the results of control track gauge measurements conducted just before the commissioning of the (re)constructed track. Gauge measurements were carried out in the tram travelling direction, above every discrete rail levelling layer, that is at 1‐m interval. Measured gauge values were denoted with corresponding track chainage values (geographic locations of gauge measurement cross sections along the track) defined in digital georeferenced track design blueprints. During gauge measurements, characteristic track superstructure element sections chainages were observed and recorded. Also, locations of specific track cross sections (locations of rail welds, station platforms and road crossings) were marked.
\nIn order to determine gauge degradation due to track exploitation, continuous gauge measurements in the same track cross sections were repeated during spring months of 2011 and 2013.
\nFor these tram tracks, described by more than 26×103 georeferenced cross sections, a comprehensive historical database of geographically synchronized modelling input data was made. In addition to the gauge values, to each section, an observed traffic, construction and design geometry characteristics and the value of exploitation intensity were assigned.
\nCalculation of exploitation intensity was conducted by integrating data from the available Zagreb Municipality Transit System—ZET Ltd. internal documents. These documents include information about an hourly frequency of vehicles on a single tram line, the daily number of vehicles of a certain type on each tram line, tram lines network maps and approximations of vehicles capacity utilization. Cumulative exploitation intensity was defined as the product of total number of exploitation days (defined by track gauge measurements dates on observed track segments) and daily gross mass of trams with passengers (in MGT).
\nCreated database, which contains more than 34×104 quantitative and qualitative data on tram tracks, was then divided into 425 segments, that is linear track gauge data sets with homogeneous characteristics of gauge degradation influential factors. A small portion of segmented database is shown in Figure 5.
\nPortion of segmented track database.
On the basis of the gauge values measured after different exploitation periods, deviation values from the prescribed gauge of 1000 mm were calculated in each measurement cross section. In order to minimize possible measurement and/or geographical data synchronization errors, the following steps of track gauge deviation data filtering were carried out.
\nMean gauge deviations differences and standard deviations were calculated on each of the identified 425 segments, in the corresponding exploitation period. Outliers were identified along each segment as individual gauge deviation differences which deviate from the mean of the segment for more than triple of the standard deviation value. These outliers were substituted with the first larger or smaller non‐outlier gauge deviation difference value within the same segment. Segments that showed high data variability were excluded from further analysis. In general, excluded segments were ones in crossings, in tram stops where there was an occurrence of rail plastic flow and less than 30 m in length.
\nAfter this initial filtration, data compression and filtration were continued along each segment, track and then section. In this way, 35 representative and, according to observed gauge degradation influential factors (all but exploitation intensity—it will be used as independent variable in regression analysis), characteristic types of tram tracks were identified.
\nIt is a well‐known fact that track gauge degradation process is more pronounced in a short period immediately after track construction or renewal, that is new rail installation or old rail reprofiling. This period of initial severe rail abrasion, during which the rail profile adapts to the shape of wheels flange, is followed by a period of more gradual rail degradation. In this gradual increase, which directly affects the track gauge,
By regression analysis of the relationship between compressed gauge deviation difference values and the track section exploitation intensity, linear function was defined for each of the observed 35 types of tracks. Model slopes, that is regression coefficients, define the modelled rate of gauge degradation during exploitation for each characteristic type of track. Example of linear gauge degradation models for four types of tram tracks is shown in Figure 6.
\nExample of linear gauge degradation models for four types of tram tracks.
Analysis of the models representativeness showed that there is a strong link between the observed variables in all 35 cases (0.74<R2<0.99) and that average model residuals (±0.3 mm) in regard to the achievable accuracy of measurement (±0.3 mm), as well as their variability (<20%), are satisfactory.
\nComparison of models regression coefficients showed that track gauge degradation rate is as follows:\n
smallest at tangential sections of tram tracks on stops in shared road corridor, built with head hardened, elastically fastened rails enclosed with concrete paving slabs and
largest at separated open track sections, in horizontal curves with radii less than 300 m, built with wear‐resistant rails enclosed with gravel.
Further analysis of modelled regression coefficients relationships showed that the observed track gauge degradation influential factors, by the amount of their average impact, may be ranked as follows:\n
Tram speed dependent on the tram corridor type has the greatest impact on the gauge degradation rate. In the case of the Zagreb tram network, the ability to develop higher travelling speeds is achievable exclusively in separate tram corridors that extend through avenues and major streets central belts. The tram speed on shared road corridors is limited by the behaviour of other road users, and typically shorter distances between tram stops and signalized intersections. In general, higher tram speed causes larger dynamic forces on the track, that is more prominent rail damage and track geometry degradation during exploitation.
The second largest influence on the gauge degradation rate has track horizontal curvature. The results of this research showed that, of course, higher curvature increases gauge degradation rate, but also that the influence of track curvature on outer grooved rail wear is neglectable in curves with radius larger than 1200 m. Additionally, it was observed that the distribution of gauge deviation values along the horizontal curve depends on curve radius and length. In curves with radius less than 300 m and longer than 50 m, maximum rail wear occurs at the end of the curve (given the tram travelling direction). Otherwise, gauge degradation is more prominent in the vertex zone of the curve.
The third gauge degradation influential factor is track superstructure elasticity. In average, gauge degradation rate is higher when tram tracks are built using stiffer rail fastening system. More detailed elaboration of this tram track gauge degradation influential factor is given in Ref. [53].
The track quality defined by its rail tensile strength is the next tram tracks gauge degradation influential factor in order of relevancy. As expected, the use of higher grade steel rails can slow down the rate of rail head wear during exploitation. However, the results of this research showed that, in order to reduce rail wear in curves, head hardened wear‐resistant rails should be used.
Fifth in‐line gauge degradation influential factor is corridor type according to the arrangement of tram stops. Research has shown that the positive effect of dynamic forces reduction by reducing the tram speed to zero along the tram stops is annulated by the occurrence of additional dynamic effects caused by trams decelerating and accelerating.
Influence of paving system used for enclosing the tram tracks (by either gravel or concrete slabs) on gauge degradation rate is little to none, if we exclude the effect of differences between achievable tram speed on different track corridor types (shared or separate).
Developed gauge degradation models represent the first small step towards establishing a preventive maintenance system on Zagreb tram network. For now, they can provide only an insight in (by design, constructive and traffic characteristics specific) track sections degradation behaviour. Although the models are of satisfactory representativeness, the overall process of model creation pointed out the following challenges.
\nThe research was limited by the availability and form of the input data about tram tracks required for the creation of database over which the modelling would be carried out. These data were collected and stored over the years by various stakeholders for numerous reasons, other than modelling gauge degradation. It is our recommendation, prior to any future extensive trams network (re)constructions, to establish procedures for detailed recording of these characteristics and their integration into a single database. Also, keeping track of exploitation parameters of network’s individual track sections, compared to the current practice of keeping records of exploitation parameters of tram lines, would significantly simplify and therefore accelerate the process of exploitation intensity calculation.
\nAfter final step of gauge deviation data compression and filtering, tram track segments along the road crossings were excluded from further analysis. Large variability of empirical data along these segments suggests that road vehicles at crossings definitely affect the gauge degradation. However, the comparison of the calculated average values of gauge deviations along these segments showed no regularity. It was concluded that for the establishment of track gauge degradation model on these segments, it is necessary to include data on the intensity of road traffic which they are exposed to.
\nTo conclude, for small urban rail networks such as tram network in Zagreb, the use of deterministic mechanistic‐empirical approach and statistical (regression) analysis in track degradation modelling has provided specific and useful new insights into the tracks behaviour during operation. Such modelling approach was adopted rather than probabilistic, multiparameter one. It is our belief that creation of simple and easy to use model, rather than comprehensive simulation tool, would initiate sooner modernization of tram track maintenance procedures and regulations. However, for gradual increase in portions of network that could serve as a platform for further research and creation of predictive tram tracks degradation models, a closer cooperation between tram network managements design, construction, maintenance and transport organization divisions is needed.
\nHydrolase is a class of hydrolytic enzymes that are commonly used as biochemical catalysts which utilize water as a hydroxyl group donor during the substrate breakdown. In simple words, a hydrolase is an enzyme that catalyzes the hydrolysis of a chemical bond in biomolecules. This, in turn, divides a large molecule into two smaller ones. Hydrolases are hence important for the environment since they digest large molecules into small fragments for the synthesis of biopolymers as well as for the degradation of toxins. In biochemistry,
Hydrolases is the largest and most diverse class of enzymes with more than 200 enzymes that catalyze the hydrolysis of several types of compounds. They catalyze the hydrolytic cleavage of carbon–oxygen (C–O), carbon–nitrogen (C–N), carbon–carbon (C–C), phosphorus–nitrogen (P–N) bonds, etc. Systematic names of hydrolases are formed as “substrate hydrolase.” However, common names are typically in the form ‘
Enzymes of this class carry out important degradative reactions in the body. Hydrolases cleave large molecules into smaller fragments used for synthesis, excretion of waste materials, or as sources of carbon for the production of energy. These are involved in digestion, transport, excretion, regulation and signalling processes, etc.; for example, digestive enzymes like cholinesterase, carboxylesterase, lysosomal hydrolases, etc. To be specific, hydrolase expressed by
Hydrolytic enzymes are not only physiologically important, playing role in various cellular processes, but also have myriad commercial applications too. The industrial importance of hydrolases exceeds that of other classes of enzymes holding the highest share of enzymes used for industrial purposes. Almost 75% of all industrial enzymes are hydrolytic enzymes. Carbohydrases, proteases, and lipases dominate the enzyme market, accounting for more than 70% of all enzyme sales. Many industrial sectors, such as the detergent, leather, textiles, pulp and paper, foods and feeds, dairy, biofuels, and waste treatment industries, depend on hydrolases. Proteases remain the dominant enzyme type, because of their extensive use in the detergent and dairy industries. Various carbohydrases (glycosidases), primarily amylases and cellulases, used in industries, such as the starch, textile, detergent, and baking industries, represent the second largest group [2, 3, 4].
Apart from the common names given to certain hydrolases, there exist systematic nomenclature systems to name these enzymes.
Hydrolases belong to enzyme class 3 (EC 3) and are further categorized based on the type of bond they cleave [5]. The four-digit code includes the nature of the
Subclass (hydrolase acting upon) | Sub-subclass example | Enzyme example |
---|---|---|
3.1.1 Lipases | 3.1.1.3 Triacylglycerol lipase | |
3.2.1 Glycosidase | 3.2.1.1 α-amylase | |
3.3.2 Ether hydrolase | 3.3.2.6 Leukotriene-A4 hydrolase | |
3.4.21 Serine endopeptidase | 3.4.21.1 Chymotrypsin | |
3.5.1 In linear amides | 3.5.1.1 Asparaginase | |
3.6.1 In P-containing anhydrides | 3.6.1.1 Inorganic diphosphatase | |
3.7.1 In ketonic substances | 3.7.1.1 Oxaloacetase | |
3.8.1 In C-X compounds | 3.8.1.1 Alkylhalidase | |
3.9.1 On P-N bonds | 3.9.1.1 Phosphoamidase | |
3.10.1 On S-N bonds | 3.10.1.1 N-Sulfoglucosamine sulfohydrolase | |
3.11.1 On C-P bonds | 3.11.1.1 Phosphonoacetaldehyde hydrolase | |
3.12.1 On S-S bonds | 3.12.1.1 Trithionate hydrolase | |
3.13.1 On C-S bonds | 3.13.1.1 UDP-Sulfoquinovose synthase |
Classification of hydrolase based on EC numbers.
Adapted from ExplorEnz database: http://www.enzyme-database.org/downloads/ec3.pdf
The active site geometry of different hydrolases is different, in spite of the same catalytic method, i.e., hydrolysis. Thus, a
Sr. No. | Base class | Subclass |
---|---|---|
1 | ||
2 | ||
3 | ||
4 | ||
5 | ||
6 | ||
7 | ||
8 | ||
9 | ||
10 |
Classification of hydrolase based on active site residues.
Adapted from http://www.enzyme.chem.msu.ru/hcs/classes.html
Let us understand these nomenclatures by taking an example of a single hydrolase, say a serine protease.
As per the earlier discussed classification systems for hydrolases, the categorization of serine proteases can be viewed in the schematic, as shown in Figure 1.
Classification scheme of serine protease based on EC numbers and active site residues.
Proteases are further subdivided into exopeptidases and endopeptidases depending on the site of enzyme action. Exopeptidases catalyze the hydrolysis of the peptide bonds near the N- or C-terminal ends of the substrate and can be classified into aminopeptidases and carboxypeptidases. Endopeptidases cleave peptide bonds within and distant from the ends of a polypeptide chain [8, 9]. Serine proteases are also divided into endo- and exo- serine peptidases.
According to MEROPS database version 9.9 (https://merops.sanger.ac.uk) over 183,000 serine proteases are known with >250 structure depositions in PDB (Protein Data Bank). This classification system divides peptidases into clans based on catalytic mechanisms and families on the basis of common ancestry. The serine peptidases have been classified into 15 clans comprising numerous families. A summary of catalytic units in all serine peptidase families and their characteristic folds is provided in Table 3.
Clan | Families | Representative members | Fold | Catalytic residues | PDB |
---|---|---|---|---|---|
12 | Trypsin | Greek-key β-barrels | His, Asp, Ser | 1DPO | |
1 | Protease from | α/β/β/α | His, Glu, Ser | 1PMA | |
1 | Aspartyl dipeptidase | α/β/α | Ser, His | 1FYE | |
2 | Subtilisin, sedolisin | 3-layer sandwich | Asp, His, Ser | 1SCN | |
2 | Prolyl oligopeptidase | α/β hydrolase | Ser, Asp, His | 1QFS | |
6 | D-Ala–D-Ala carboxypeptidase | α-helical bundle | Ser, Lys | 3PTE | |
3 | LexA peptidase | all β | Ser, Lys/His | 1JHH | |
2 | Cytomegalovirus assemblin | α/β Barrel | His, Ser, His | 1LAY | |
1 | Lon peptidase | α + β | Ser, Lys | 1RR9 | |
2 | Clp peptidase | αβ | Ser, His, Asp | 1TYF | |
3 | Nucleoporin | all β | His, Ser | 1KO6 | |
1 | Aminopeptidase DmpA | 4-layer sandwich | Ser | 1B65 | |
1 | Lactoferrin | 3-layer sandwich | Lys, Ser | 1LCT | |
14 | L,D-Carboxypeptidase | β-sheet+ β-barrel | Lys, Ser | 1ZRS | |
5 | Rhomboid | α-barrel | His, Ser | 2IC8 |
Known diversity of serine peptidase structure and catalytic mechanism.
Adapted from reference Rawlings et al. [10].
The PA clan (
Schematic illustration of the general catalytic mechanism for serine proteases with chymotrypsin as an example.
To understand the mechanism in a simple way, let us again take the example of a serine protease. Serine proteases are widely distributed in nature and found in all kingdoms of cellular life as well as many viral genomes. Over one-third of all known proteolytic enzymes are serine peptidases [9]. All of the serine proteases contain three residues at their active site—a serine, a histidine, and an aspartate, comprising the characteristic ‘catalytic triad’. Some serine proteases are synthesized as larger, inactive, precursors. As an example, chymotrypsinogen is converted to chymotrypsin by the excision of two dipeptides, 14–15 and 147–148 [12]. Interestingly, the structures of chymotrypsinogen and chymotrypsin are almost superimposable, i.e., the conformational change involved in the conversion process appears to be fairly small. The implication is that even relatively small structural changes can result in dramatic changes in activity. The serine proteases also differ in their sequence and substrate specificity. For instance, the bacterial protease subtilisin will cleave essentially any substrate, while other enzymes, Factor Xa (involved in blood clotting) requires a specific residue recognition sequence, Ile-Glu-Gly-Arg, to uniquely hydrolyze its polypeptide substrate after the arginine. Similarly, trypsin is specific for cleavage after Lys and Arg residues.
Almost all clan PA peptidases utilize the canonical catalytic triad of Ser195, Asp-102, and His-57 (chymotrypsin numbering). Catalysis proceeds through the formation of an H-bond between Asp-102 and His-57, which facilitates the abstraction of the proton from Ser195 and generates a potent nucleophile [10]. The catalytic triad is stabilized through a network of additional H-bonds formed by conserved amino acid residues surrounding the triad, which are Thr54, Ala56, and Ser214. The reaction pathway involves two tetrahedral intermediates. Initially, the hydroxyl O atom of Ser195 attacks the carbonyl of the peptide substrate as a result of His57 in the catalytic triad acting as a base. The backbone N atoms of Gly193 and Ser195 stabilize the tetrahedral intermediate and generate a positively charged pocket within the active site known as the oxyanion hole. The tetrahedral intermediate collapse results in the formation of an acyl-enzyme intermediate. In the second half of the mechanism, a water molecule displaces the free polypeptide fragment and attacks the acyl-enzyme intermediate. Again, the oxyanion hole stabilizes the second tetrahedral intermediate of the pathway and the collapse of this intermediate liberates a new C terminus in the substrate.
In the next section, we discuss how an enzyme’s or protein’s structure is maintained. There are various kinds of inter- and intra-molecular forces that are involved in preserving the native functional structure of a protein.
Protein stability is predominantly dictated by forces that help in maintaining the native structure of a protein which include covalent interactions, such as disulfide bonds, and weak (non-covalent) interactions, such as hydrogen bonds, hydrophobic and ionic interactions (Figure 3a). For instance, the primary structure is associated with the covalent bonds (peptide bonds) between the amino acid residues, making up the protein backbone. The secondary structures involve primarily hydrogen bonding between the atoms, thereby creating stable local conformations and structures. Sometimes, it also involves disulfide linkages between two cysteine residues of the same or different chains in a protein [13].
(a) Molecular interactions which stabilize the protein structure. (b) Effect of various physicochemical conditions on protein structure. (c) Sequence-structure–function triad important for proteins.
The ultimate three-dimensionally folded tertiary structure of a whole globular protein is formed and maintained by various weak ionic and hydrophobic interactions. Hydrophobic interactions play an important role in stabilizing a protein conformation where the interior of a protein generally consists of a densely packed core of hydrophobic amino acid side chains. Though covalent bonds (such as disulfide bonds) are much stronger than individual weak interactions, i.e., approximately 200–460 kJ/mol, are required to break a single covalent bond, whereas weak interactions can be disrupted by a mere 4–30 kJ/mol. Yet, due to their sheer number, the weak interactions predominate as the stabilizing force in protein structure [14]. The protein folding code is, thus, written in the side chains and not in the backbone hydrogen bonding, because it is through the side chains that one protein differs from another. The number of protein conformational diseases that are now recognized is an indication of the importance of proteins achieving and maintaining their correct fold.
For a protein to be functional, it needs to fold into a specific three-dimensional native structure. The sequence of amino acids determines the structure of a protein which ultimately governs its function. Protein folding is an extremely active field of research, which requires converging expertise from biology, chemistry, computer science, and physics. Understanding the relationship between protein structure and function is a complicated puzzle and remains a primary focus in structural biology. Protein molecules display a remarkable relationship between their amino acid sequence, their three-dimensional structure, and their function at the molecular level (Figure 3c) [15]. A polypeptide can also adopt a less rigid or more flexible conformation, different from its functional native form, responding to changes in the environment. To understand this structure–function paradigm, one of the widely used approaches is to subject the native and active conformation of a protein to various physicochemical stress conditions and monitor the changes occurring in its conformation and function at each step.
So, we understood that any disturbance in the delicate balance of these interactions could lead to loss of the native structure of the protein. Therefore, understanding the protein folding and the unfolding mechanism is equally essential as learning its function. A protein exists in equilibrium with unfolded conformational states in solution with the folded ensemble being favored at ambient conditions. This equilibrium between the folded and the unfolded states can be perturbed by changing the thermodynamic state of the system (temperature, pressure, and pH) or by changing the composition by the addition of co-solvents to the solution [16]. Interestingly, the effect of co-solvents on the protein can alter this equilibrium in any direction. For example, urea and guanidium hydrochloride (GdnHCl) induce disorder and favor the unfolded state of proteins, and are, therefore, known as denaturants/chaotropes. On the other hand, protective osmolytes/kosmotropes, such as trimethylamine N-oxide (TMAO), dimethyl sulphoxide (DMSO), glycine, betaine, glycerol, and sugars, induce stabilization of the folded proteins (Figure 3b). Studies on solvent-mediated structural and conformational transitions of proteins can provide insight into their stability, folding pathways, and intermolecular aggregation behavior [16, 17].
Native proteins are generally marginally stable, i.e. free energy gap separating the folded and unfolded states in typical proteins under physiological conditions is quite small (20 to 65 kJ/mol). Therefore, when the delicate balance between the interactions involved in stabilizing or destabilizing a particular structure is disturbed by harsh environments, such as extreme temperature, pH, and chaotropes; it may lead to structural and functional alterations in protein [14]. A loss of the three-dimensional structure of a protein, sufficient to cause loss of function is called denaturation. The denatured state does not always equate with the complete unfolding of the protein (Figure 3b). Denaturation can be either partial or complete and it can also be reversible or irreversible. Under most conditions, denatured proteins exist in a set of partially folded states that are poorly understood [18]. In some cases, the structure of an enzyme remains stable, but the labile active site tends to lose its geometry and hence the activity. Contrary to this, the active site may get unusually stabilized and highly active. A polypeptide can also adopt a less rigid or more flexible conformation different from its functional native form, responding to changes in the environment [17, 19, 20].
Exploring structure–function relationships of proteins/enzymes can help in establishing the factors responsible for their stability. Furthermore, knowledge of the overall stability of protein molecules is important, especially when the protein in question is useful in industrial-scale biotechnology, where they may be subject to conditions, such as high temperature, low pH, and presence of co-solvents [21]. The optimization of biological stability is also an important criterion while considering the application of biomolecules (such as proteins/enzymes) as therapeutic agents [22]. Interestingly, novel proteins are now designed as variants of existing proteins or from non-natural amino acids or
The protein folding problem fascinates the scientist, the educated layman, and the entrepreneur. The full understanding of a molecular system comes from careful examination of the sequence-structure–function triad. Over the last 30 years, detailed experimental and theoretical studies of a number of proteins have advanced our understanding of protein folding and dynamics.
The experimental techniques for studying protein structural transitions monitor the gradual folding/unfolding of proteins and observe conformational changes under various conditions. Table 4 summarizes a few of the standard biophysical techniques based on fluorescence, absorbance and circular dichroism, etc. which are often used to probe such transitions in protein structure.
Technique | Structural parameter probed |
---|---|
Intrinsic | Environment of Trp and Tyr |
ANS binding | Exposure of hydrophobic surface area |
Substrate binding | Formation of the active site |
FRET | Inter-residue distances |
Anisotropy | Depolarization of the fluorescence emission |
Fluorescence Correlation Spectroscopy | Autocorrelation analysis of fluctuations in fluorescence emission due to internal dynamics |
2-D fluorescence lifetime correlation spectroscopy | Correlation of the fluorescence photon pairs with respect to the excitation−emission delay times |
Single-molecule spectroscopy (Sm-FRET and sm-PET) | Distance between fluorophores dynamics |
Red Edge Excitation Shift | Rate of solvent relaxation around an excited state fluorophore in a protein |
Far UV | Secondary-structure information |
Near UV | Tertiary-structure information |
Role of individual residues in stabilizing intermediates and transition states | |
Dimension and shape of a polypeptide | |
Environment of aromatic residues or co-factors | |
Secondary-structure information | |
Real time | Environment of individual residues |
Dynamic NMR | Lineshape analysis provides folding–unfolding rates close to equilibrium |
Native state HX | Global stability and metastable states |
Pulsed HX ESI MS | Folding populations |
Unfolding forces and unfolding-rate constants of single molecules | |
Energetics | |
Environment of fluorescent dye and intrinsic fluorescence | |
Temperature of aggregation of a protein |
Figure 4 shows conformational and functional transitions in a serine protease isolated from
Thermal denaturation of serine protease from
New theoretical and computational approaches have emerged, including various bioinformatics tools, artificial intelligence (AI) based methods, deep evolutionary analysis, structure-prediction web servers, physics-based force fields, etc. These techniques are employed to complement the experiments in providing an overall picture of the protein structure. The computer-based protein-structure prediction has been advanced by Molt and colleagues, in an event initiated in 1994 called CASP: Critical Assessment of protein Structure Prediction [27]. Currently, all successful structure-prediction algorithms are based on the assumption that similar sequences lead to similar structures. These methods depend heavily on the PDB for template sequences. There are several computational methods for protein structure determination, including homology modeling, fold recognition via threading and
Cartoon representation of homology model of a serine protease from rat (Prss30): It selectively cleaves synthetic peptide substrates of trypsin and activates the epithelial sodium channel. The model is derived from the AlphaFold database (
The tremendous increase in the amount of sequence and structural data of proteins, together with the advances in the experimental and bioinformatics methods are improving our knowledge about the relationship between the protein sequence, structure, dynamics, and function [31]. This knowledge, in turn, helps us to understand how proteins interact with their substrate and other molecules, such as small molecules or ligands, which can become a drug candidate [32]. Predicting the binding modes and affinities of different compounds upon interaction with the protein binding sites is the main goal of ‘structure-based drug design’ and is achieved by the ‘docking’ approach. There are a number of programs written to carry out such analysis. In general, a large number of conformations are generated for the small molecule (substrate or ligand), either prior to docking or during the docking routine. Each conformation is positioned in the active site in a variety of orientations, the combination of conformation and orientation being known as a ‘pose’. Further, many such poses are selected and ranked by a scoring function to determine the overall best pose [15, 33] and the binding energy and affinity being calculated. The new frontiers now lie in physics-based modeling and AI to predict conformational changes, understand protein dynamics, design synthetic proteins, and improve protein modeling based on the laws of physics.
Hydrolases could participate in a variety of biological processes due to their diversification. Being the largest and most diverse class of enzymes, hydrolase offers an opportunity to explore the conformational/topological diversity which forms the basis of their differential biological activity. Thus, there is an urge to re-evaluate our existing knowledge on the functional and conformational transitions of these enzymes, in the context of emerging scientific trends. In this chapter, we discuss hydrolases in terms of their diversity, classification, the importance of the structure–function relationship of hydrolases taking serine protease as an example. The ongoing pandemic (SARS CoV-2 infections) further illustrates the importance to study hydrolases from the therapeutic point of view. To let the virus enter the host cell, viral spike protein plays a very important role and it is further activated by the serine protease 2 (TMPRSS2). The host proteases thus are involved in an intricate play in SARS-CoV-2 infection along with other viral infections and in designing antiviral therapeutic strategies [34].
Furthermore, the available information and literature survey on selected hydrolases have been systematically summarized for easy understanding. Knowledge of the relationships between protein structure and function at the molecular level remains a primary focus in structural biology. So, various experimental and
The sequence-structure–function triad necessary for understanding enzymes. In this chapter, it has been discussed wrt hydrolases.
Authors thank Dr. Radha Chauhan, Scientist, NCCS, Pune, for her kind support.
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After obtaining a Master's degree in Mechanical Engineering, he continued his PhD studies in Robotics at the Vienna University of Technology. Here he worked as a robotic researcher with the university's Intelligent Manufacturing Systems Group as well as a guest researcher at various European universities, including the Swiss Federal Institute of Technology Lausanne (EPFL). During this time he published more than 20 scientific papers, gave presentations, served as a reviewer for major robotic journals and conferences and most importantly he co-founded and built the International Journal of Advanced Robotic Systems- world's first Open Access journal in the field of robotics. Starting this journal was a pivotal point in his career, since it was a pathway to founding IntechOpen - Open Access publisher focused on addressing academic researchers needs. Alex is a personification of IntechOpen key values being trusted, open and entrepreneurial. 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