The M.Sc. programme in Engineering Geology and Hydrogeology at the Postgraduate Institute of Science, University of Peradeniya provides theoretical and practical training. The programme aims to develop skills needed for infrastructure development and natural resource management in Sri Lanka. It is a 15-18 month full-time programme consisting of coursework, practical training, and a research project. The programme seeks to give students insight into soil, rock, and water relationships and their applications in fields like civil engineering and natural resource development.
Abstract Remote sensing has its application in various fields like geology and mineral exploration, geomorphology and modern geomorphic process modeling, nature mitigation studies, hazard zone mapping, eco system study in hills, plains, riverine, coastal, marine and volcanic landforms, forest and biomass inventory, fishery. Remote sensing plays a vital in various fields. This technique along with the GIS has been to study the geomorphological, hydro geological, land use/land cover, lithological, structural aspects/ features in the parts of Anaimalai, Pollachi and Udumalpet block of TamilNadu. Integrated approach using geographic information system provides cost effective support in resources inventory including land use mapping, comprehensive data base for resources, analytical tools for decision making and impact analysis for plan evaluation. GIS accept large volumes of spatial data derived from a variety of sources and effectively store, retrieve, manipulate, analyze and display all forms of geographically referenced information. Maps and statistical data can be obtained from the spatial integration and analysis of an area using GIS software. In order to assess the natural resource availability and its potentiality in parts of Anaimalai, Pollachi and Udumalpet block, Tamil Nadu, an integrated remote sensing and GIS based study has been conducted by adopting the standard procedures. The groundwater potential zone of any area is depends on geological formations; geomorphologic unit’s recharges characters, topography, and thickness of weathered and fractured zones. In the present study, area was taken to locate groundwater potential zones by integrated different thematic maps, remote sensing and geographic information system techniques. To find out the ground water potential zones, different thematic maps have been prepared and integrated each of them. They are mainly geology, geomorphology, land use / land cover, lineament etc. Groundwater potential zones have been prepared with help of integrating different thematic maps. This study area is finally to get the groundwater potential zones we have to classified few area such as high, moderate and low potential zones. Index Terms: Remote sensing, GIS, lithology, Geomorphology, Hydrology, landforms etc.
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology.
Abstract Remote sensing has its application in various fields like geology and mineral exploration, geomorphology and modern geomorphic process modeling, nature mitigation studies, hazard zone mapping, eco system study in hills, plains, riverine, coastal, marine and volcanic landforms, forest and biomass inventory, fishery. Remote sensing plays a vital in various fields. This technique along with the GIS has been to study the geomorphological, hydro geological, land use/land cover, lithological, structural aspects/ features in the parts of Anaimalai, Pollachi and Udumalpet block of TamilNadu. Integrated approach using geographic information system provides cost effective support in resources inventory including land use mapping, comprehensive data base for resources, analytical tools for decision making and impact analysis for plan evaluation. GIS accept large volumes of spatial data derived from a variety of sources and effectively store, retrieve, manipulate, analyze and display all forms of geographically referenced information. Maps and statistical data can be obtained from the spatial integration and analysis of an area using GIS software. In order to assess the natural resource availability and its potentiality in parts of Anaimalai, Pollachi and Udumalpet block, Tamil Nadu, an integrated remote sensing and GIS based study has been conducted by adopting the standard procedures. The groundwater potential zone of any area is depends on geological formations; geomorphologic unit’s recharges characters, topography, and thickness of weathered and fractured zones. In the present study, area was taken to locate groundwater potential zones by integrated different thematic maps, remote sensing and geographic information system techniques. To find out the ground water potential zones, different thematic maps have been prepared and integrated each of them. They are mainly geology, geomorphology, land use / land cover, lineament etc. Groundwater potential zones have been prepared with help of integrating different thematic maps. This study area is finally to get the groundwater potential zones we have to classified few area such as high, moderate and low potential zones. Index Terms: Remote sensing, GIS, lithology, Geomorphology, Hydrology, landforms etc.
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology.
Geophysical Investigations of a Pavement Failure Along Akure-Ijare Road, Sout...iosrjce
Geophysical investigations were carried out along two failed segments of Akure-Ijare road, named
locality 1 and locality 2, with the aim of establishing the cause(s) of the incessant pavement failure along the
road. The geophysical investigations involved the Very Low Frequency Electromagnetic (VLF-EM) and
Electrical Resistivity Methods. The VLF-EM measurements were taken at intervals of 10 m along traverses
parallel to road pavements. Two techniques were adopted for the electrical resistivity method namely: the
vertical electrical sounding (VES) and a combination of horizontal profiling and sounding using dipole-dipole
configuration with inter stations separation (a) of 5 m and an expansion factor (n) that varies from 1 to 5. The
Schlumberger configuration was used for the VES with AB/2 varying from 1 to 65 m. Nine (9) and twelve (12)
VES were carried out at localities 1 and 2 respectively. The VLF-EM method revealed that the road pavement is
founded on a weakly conductive material devoid of major geological structure. The Vertical electrical sounding
curves range from A, H to KH. The geoelectric sections generally identified three to four geologic sequences
that comprise topsoil, weathered layer, partly weathered/fracture basement and fresh basement. At locality 1,
the topsoil/subsoil on which the road is founded are of low resistivity generally less than 100 Ω-m composed of
clayey materials, while the road pavement along locality 2 is within the resistive topsoil or directly on bedrock.
The bedrock along this locality is generally shallow (< 2 m) with an uneven interface. Therefore, from the
results of the investigation the causes of road failure in the studied roadway are heterogeneity and clayey nature
of the topsoil/sub-grade material, lack of proper drainage at the road embankment and poor construction
material.
Geophysical techniques work through applying one of several types of force to the ground, to measure the
resulting energy with use of geophysical equipment and infer the geology from this. Geophysics is generally
much quicker than the aforementioned methods, however, requires more data processing (oìce-based work)
to develop the geological picture. A great advantage of these methods is that certain instruments can be
attached to small aircraft for covering large areas during regional airborne surveys. This provides sparser
geological information, but can highlight potential metal anomalies on a county-country scale, which can be
followed up by more detailed, ground-based geophysical surveys. However, as the material is being tested
indirectly, there is no 100% guarantee of its conclusions; in addition to being susceptible to contamination by
many man-made metallic structures e.g. power-lines. Therefore, should geophysical surveys prove suìciently
interesting, drilling will be required afterwards to conêrm the accuracy of the results.
VALIDATION OF DERIVED GROUNDWATER POTENTIAL ZONES (GWPZ) USING GEO-INFORMATIC...IAEME Publication
Groundwater is a most important natural resource of the earth and its demand is rapidly increasing with growing population, agricultural expansion and industrialization. The present study aims to integrate the thematic layers viz., lithology, geomorphology, soil, lineament, land use/land cover, slope, rainfall and other related features to explore the occurrence & movement of groundwater using geo-informatics technique. Integration of various themes is achieved through the development of a models/ assigned weightages which relates and delineates GWPZ and finally to generate a composite map. About 140 bore wells yield data have been collected to quantify the yield from GWPZ map derived from geo-informatics. The final output map is reclassified into four groundwater prospect zones by merging the polygon of same classes using dissolve operation such as Very Good, Good, Moderate and Poor
Reconnaissance for Hydrographic Survey ProjectNzar Braim
Reconnaissance for Hydrographic Survey Project
The system is able to withstand the harsh environment of the nearshore and acquire beach profile information across the surf zone. This paper describes the system and results of a comparison in Myrtle Beach, S.C., between surveys collected over a 3- day period by the personal watercraft system and by a similar system mounted aboard a traditional coastal survey vessel.
The bathymetric measurements for the personal watercraft-mounted echosounder surveying system display mean repetitive differences of 6 cm.
This workshop is an introductory course in Hydrographic surveying.
It is designed for surveyors, engineers, survey technicians, dredge operators, and hydrographers.
The course focuses on theoretical principles of hydrographic surveying, project description, operation, and map production.
The study determined and analysed morphometric characteristics of the Sumanpa catchment in the Forest-
Savannah Transitional zone of the Ashanti Region of Ghana. Quantitative morphometric parameters were determined
using remote sensing and GIS techniques to assess the requirements for ecological and hydrological conservation,
planning, development and management of the catchment landscape. Results indicated that the total length of stream
segments was highest under the first order streams and decreased as the stream order increased. The catchment has an area
of 38 km2with channel closeness of 0.934 km km-2 indicating permeable sub-soil. The catchment has a relief of 137m and
a total length of stream network of 36.51km out of which 61% was ephemeral, 38.9 % was second and third order streams.
The catchment has 44 % of its area located on slopes between 5-10o with generally good vegetation cover. There are 31
streams linked to a 3rd order trunk stream forming a trellis drainage pattern. The catchment’s morphometric features
suggest a general fragile topographic condition which needs strategic approach for soil and water conservation measures
and urban landuse planning.
Remote Sensing & GIS based drainage morphometryAkshay Wakode
Remote sensing and Geographical Information Systems (GIS) techniques are increasingly being used for morphometric analysis of drainage basins throughout the world. GIS facilitates the manipulation and analysis of spatial information obtained using remote sensing. Integrating GIS and RS provides an efficient mechanism not only to upgrade and monitor morphometric parameters but also to permit spatial analysis of other associated thematic database. As compared to the conventional morphometric studies, remote sensing provides extant ground reality inputs for assessing changes in drainage patterns, density soil characteristics and land-use/land form changes in real life. Morphometry by and large, affects the hydrological processes rather indirectly through their dependency on several other factors such as soil, geology, vegetation cover and climate (Schmidt et al. 2000). The interrelationship between morphometric parameters varies from basin to basin under diverse topography and climatic condition. Understanding these relationship would enable the identification of the dominant parameters acting on a particular basin. An extensive and detailed analysis accounting for the various morphometric parameters under linear, areal and relief aspects of measurements was performed. The test site is located along the foothills of the Western Ghats, near the city of Pune and comprises of three large scale basins. The three rivers viz. Ghod, Bhima and Mula-Mutha, which are amongst the largest in the state, broadly consist of 23 sub-basins of Ghod, 22 of Bhima and 11 of Mula-Mutha.
Identification of Groundwater Potential Zones in Vaippar Basin, Tamil Nadu, I...SagarChougule11
Groundwater is prominent part of the earth’s fresh water as well as main source of drinking water and survival source for many lives on earth. Groundwater potential zone identification can be done using advanced as well as recently developed geospatial technology such as Remote Sensing and GIS. GIS technology is useful for capturing, storing, and analyzing spatial data with the help of computer programming techniques. Here in identification of groundwater potential zone using of spatial elements which are related for infiltration of water into ground. For the groundwater potential zone analysis using of spatial layers like geology, geomorphology, rainfall, lineament, land use/land cover, drainage density, soil texture, soil depth etc.
In developing accurate hydro geomorphological analysis, monitoring, ability to generate information in spatial and temporal domain and delineation of land features are crucial for successful analysis and prediction of groundwater resources. However, the use of RS and GIS in handling large amount of spatial data provides to gain accurate information for delineating the geological and geomorphological characteristics and allied significance, which are considered as a controlling factor for the occurrence and movement of groundwater used IRS LISS II data on 1: 50000 scale along with topographic maps in various parts of India to develop integrated groundwater potential zone
Geophysical Investigations of a Pavement Failure Along Akure-Ijare Road, Sout...iosrjce
Geophysical investigations were carried out along two failed segments of Akure-Ijare road, named
locality 1 and locality 2, with the aim of establishing the cause(s) of the incessant pavement failure along the
road. The geophysical investigations involved the Very Low Frequency Electromagnetic (VLF-EM) and
Electrical Resistivity Methods. The VLF-EM measurements were taken at intervals of 10 m along traverses
parallel to road pavements. Two techniques were adopted for the electrical resistivity method namely: the
vertical electrical sounding (VES) and a combination of horizontal profiling and sounding using dipole-dipole
configuration with inter stations separation (a) of 5 m and an expansion factor (n) that varies from 1 to 5. The
Schlumberger configuration was used for the VES with AB/2 varying from 1 to 65 m. Nine (9) and twelve (12)
VES were carried out at localities 1 and 2 respectively. The VLF-EM method revealed that the road pavement is
founded on a weakly conductive material devoid of major geological structure. The Vertical electrical sounding
curves range from A, H to KH. The geoelectric sections generally identified three to four geologic sequences
that comprise topsoil, weathered layer, partly weathered/fracture basement and fresh basement. At locality 1,
the topsoil/subsoil on which the road is founded are of low resistivity generally less than 100 Ω-m composed of
clayey materials, while the road pavement along locality 2 is within the resistive topsoil or directly on bedrock.
The bedrock along this locality is generally shallow (< 2 m) with an uneven interface. Therefore, from the
results of the investigation the causes of road failure in the studied roadway are heterogeneity and clayey nature
of the topsoil/sub-grade material, lack of proper drainage at the road embankment and poor construction
material.
Geophysical techniques work through applying one of several types of force to the ground, to measure the
resulting energy with use of geophysical equipment and infer the geology from this. Geophysics is generally
much quicker than the aforementioned methods, however, requires more data processing (oìce-based work)
to develop the geological picture. A great advantage of these methods is that certain instruments can be
attached to small aircraft for covering large areas during regional airborne surveys. This provides sparser
geological information, but can highlight potential metal anomalies on a county-country scale, which can be
followed up by more detailed, ground-based geophysical surveys. However, as the material is being tested
indirectly, there is no 100% guarantee of its conclusions; in addition to being susceptible to contamination by
many man-made metallic structures e.g. power-lines. Therefore, should geophysical surveys prove suìciently
interesting, drilling will be required afterwards to conêrm the accuracy of the results.
VALIDATION OF DERIVED GROUNDWATER POTENTIAL ZONES (GWPZ) USING GEO-INFORMATIC...IAEME Publication
Groundwater is a most important natural resource of the earth and its demand is rapidly increasing with growing population, agricultural expansion and industrialization. The present study aims to integrate the thematic layers viz., lithology, geomorphology, soil, lineament, land use/land cover, slope, rainfall and other related features to explore the occurrence & movement of groundwater using geo-informatics technique. Integration of various themes is achieved through the development of a models/ assigned weightages which relates and delineates GWPZ and finally to generate a composite map. About 140 bore wells yield data have been collected to quantify the yield from GWPZ map derived from geo-informatics. The final output map is reclassified into four groundwater prospect zones by merging the polygon of same classes using dissolve operation such as Very Good, Good, Moderate and Poor
Reconnaissance for Hydrographic Survey ProjectNzar Braim
Reconnaissance for Hydrographic Survey Project
The system is able to withstand the harsh environment of the nearshore and acquire beach profile information across the surf zone. This paper describes the system and results of a comparison in Myrtle Beach, S.C., between surveys collected over a 3- day period by the personal watercraft system and by a similar system mounted aboard a traditional coastal survey vessel.
The bathymetric measurements for the personal watercraft-mounted echosounder surveying system display mean repetitive differences of 6 cm.
This workshop is an introductory course in Hydrographic surveying.
It is designed for surveyors, engineers, survey technicians, dredge operators, and hydrographers.
The course focuses on theoretical principles of hydrographic surveying, project description, operation, and map production.
The study determined and analysed morphometric characteristics of the Sumanpa catchment in the Forest-
Savannah Transitional zone of the Ashanti Region of Ghana. Quantitative morphometric parameters were determined
using remote sensing and GIS techniques to assess the requirements for ecological and hydrological conservation,
planning, development and management of the catchment landscape. Results indicated that the total length of stream
segments was highest under the first order streams and decreased as the stream order increased. The catchment has an area
of 38 km2with channel closeness of 0.934 km km-2 indicating permeable sub-soil. The catchment has a relief of 137m and
a total length of stream network of 36.51km out of which 61% was ephemeral, 38.9 % was second and third order streams.
The catchment has 44 % of its area located on slopes between 5-10o with generally good vegetation cover. There are 31
streams linked to a 3rd order trunk stream forming a trellis drainage pattern. The catchment’s morphometric features
suggest a general fragile topographic condition which needs strategic approach for soil and water conservation measures
and urban landuse planning.
Remote Sensing & GIS based drainage morphometryAkshay Wakode
Remote sensing and Geographical Information Systems (GIS) techniques are increasingly being used for morphometric analysis of drainage basins throughout the world. GIS facilitates the manipulation and analysis of spatial information obtained using remote sensing. Integrating GIS and RS provides an efficient mechanism not only to upgrade and monitor morphometric parameters but also to permit spatial analysis of other associated thematic database. As compared to the conventional morphometric studies, remote sensing provides extant ground reality inputs for assessing changes in drainage patterns, density soil characteristics and land-use/land form changes in real life. Morphometry by and large, affects the hydrological processes rather indirectly through their dependency on several other factors such as soil, geology, vegetation cover and climate (Schmidt et al. 2000). The interrelationship between morphometric parameters varies from basin to basin under diverse topography and climatic condition. Understanding these relationship would enable the identification of the dominant parameters acting on a particular basin. An extensive and detailed analysis accounting for the various morphometric parameters under linear, areal and relief aspects of measurements was performed. The test site is located along the foothills of the Western Ghats, near the city of Pune and comprises of three large scale basins. The three rivers viz. Ghod, Bhima and Mula-Mutha, which are amongst the largest in the state, broadly consist of 23 sub-basins of Ghod, 22 of Bhima and 11 of Mula-Mutha.
Identification of Groundwater Potential Zones in Vaippar Basin, Tamil Nadu, I...SagarChougule11
Groundwater is prominent part of the earth’s fresh water as well as main source of drinking water and survival source for many lives on earth. Groundwater potential zone identification can be done using advanced as well as recently developed geospatial technology such as Remote Sensing and GIS. GIS technology is useful for capturing, storing, and analyzing spatial data with the help of computer programming techniques. Here in identification of groundwater potential zone using of spatial elements which are related for infiltration of water into ground. For the groundwater potential zone analysis using of spatial layers like geology, geomorphology, rainfall, lineament, land use/land cover, drainage density, soil texture, soil depth etc.
In developing accurate hydro geomorphological analysis, monitoring, ability to generate information in spatial and temporal domain and delineation of land features are crucial for successful analysis and prediction of groundwater resources. However, the use of RS and GIS in handling large amount of spatial data provides to gain accurate information for delineating the geological and geomorphological characteristics and allied significance, which are considered as a controlling factor for the occurrence and movement of groundwater used IRS LISS II data on 1: 50000 scale along with topographic maps in various parts of India to develop integrated groundwater potential zone
- introduce some of the principles of information literacy
- talk about constructing a search strategy and implementing some search techniques
- show students how to use the library's resources (catalogs, databases, and LibGuides)
- discuss evaluating information sources
- using information ethically and legally (citation styles)
This is a presentation of a mini case study on IKEA created in reference to Marketing Management by Philip Kotler, under a remote marketing internship under Prof. Sameer Mathur of IIM Lucknow
Engineering geologists provide geological and geotechnical recommendations, analysis, and design associated with human development and various types of structures. Engineering geology is a promising subject for operational applications of geological knowledge. The future lies in this subject. Opportunities will increase for students specializing in this subject.
● Heavy Metal Emission Characteristics of Urban Road Runoff
https://ojs.bilpublishing.com/index.php/jees/article/view/1711
● Investigation of Geology and Hydro-geophysical Features Using Electromagnetic and Vertical Sounding Methods for Abu Zabad Area, Western Kordofan State, Sudan https://ojs.bilpublishing.com/index.php/jees/article/view/1279
● Power Spectrum in the Conductive Terrestrial Ionosphere
https://ojs.bilpublishing.com/index.php/jees/article/view/1763
● Thoughts on the Construction of Beautiful Villages with Poverty Alleviation in the Perspective
https://ojs.bilpublishing.com/index.php/jees/article/view/1615
Presentation by Professor John S. McCartney, PhD, PE, an Associate Professor at UCSD, Department of Structural Engineering, for the Geo Institute of ASCE Orange County Section.
Tunnelling is a serious engineering project.
In addition to large investment cost, the challenges related to long and deep tunnels are considerable.
Important aspects which needs to be considered are related to the construction works, geology, environment and operation. his module highlights all these aspects.
Similar to Course Details of Msc. Engineering Geology & Hydrogeology (20)
Course Details of Msc. Engineering Geology & Hydrogeology
1. POSTGRADUATE INSTITUTE OF SCIENCE
UNIVERSITY OF PERADENIYA
M.Sc. in Engineering Geology & Hydrogeology
2016/2017
1. INTRODUCTION
The M.Sc. programme of study in Engineering Geology and Hydrogeology seeks to provide a sound
theoretical knowledge and comprehensive training in engineering geological and hydrogeological
principles and their applications. It will also involve imparting of considerable practical experience in
the areas of interests to geologists, engineers and other scientists. In Sri Lanka, at present there is a
growing need to improve her infrastructure facilities with particular reference to construction of
buildings, roads, railways, bridges, sub-way tunnels, overpasses etc., and to develop energy and water
resources to meet the requirements of an increasing population. It is important to emphasize that these
goals could be achieved only by those having a sound knowledge of geological principles and their
applications to civil engineering practices. In this programme it is intended to give an opportunity for
the students to get a better insight into the complex inter-relationships of soils, rocks and water.
At present, postgraduate educational opportunities particularly for geologists and civil engineers
working in public and private sector organizations in Sri Lanka are limited. A large number of them
stand to benefit personally and the country at large if postgraduate training is made available in Sri
Lanka for the above fields. This programme is offered by the PGIS and will be conducted by the
Department of Geology and the Department of Civil Engineering in collaboration.
2. OBJECTIVES OF THE PROGRAMME
The programme is designed to provide the students a sound theoretical and practical knowledge of
engineering geological and hydrogeological principles, soil mechanics, rock mechanics, applications
of engineering geology, groundwater resources, ground water investigation and development,
groundwater pollution and transport of groundwater contaminants, groundwater engineering,
investigation and development of groundwater, environmental impact studies, land use planning,
landfill and waste isolation, and infrastructure planning and development.
3. PROGRAMME ELIGIBILITY
The candidates possessing the following educational and professional qualifications are eligible to
apply for the programme.
i. B.Sc. Special Degree in Geology from a recognized University
ii. B.Sc. General Degree from a recognized University with Geology as a subject
iii. B.Sc. Degree in Engineering (Civil or Mining) from a recognized University
iv. Any other qualifications acceptable to the PGIS.
1
2. Candidates who meet eligibility requirements will be called for an aptitude test/interview and the
selected candidates will be admitted to the programme.
4. PROGRAMME FEE
(N.B. The programme fees given below may be revised.)
M.Sc. programme fee
Local candidates
SAARC countries
Other countries
Rs. 150,000/-
US $ 3,600/-
US $ 6,600/-
Programme fee shall be paid in two installments (50% at registration and the next 50% within six
months from registration). Other payments including registration fee, medical fee, library
subscription, examination fee and deposits (science and library) should be paid according to the
procedure stipulated by the PGIS.
5. THE PROGRAMME STRUCTURE AND DURATION
This is a full time programme consisting of coursework and a research project. Coursework will be
conducted over a period of two semesters of 15 weeks each, during Fridays (if necessary), Saturdays
and Sundays. The entire programme duration will be about 15-18 months inclusive of 3 - 6 months for
the research project. Satisfactory completion of a minimum of 24 credits of course work (with a GPA
of not less than 3.00) is required for the programme in addition to the 6 credits allocated for the full-
time research project. The student who does not satisfy the above criteria but obtains a GPA in the
range 2.75 to 2.99 for course work is eligible for the Diploma in Engineering Geology &
Hydrogeology but not the M.Sc. Degree. Continuous attendance on full-time basis is compulsory
during the period of research work. After successful completion of the research project, the student is
eligible for the award of the M.Sc. Degree.
Programme Summary
Course
Code
Course Lecture
hrs.
Practical
hrs.
No. of
Credits
Semester I
ES 531 Basic Geology 2(2-2) *1
30 30 3
ES 532 Basic Mechanics 2(2-0) *2
30 - 2
ES 533 Fundamentals of Hydrogeology 2(2-0) * 30 - 2
ES 534 Fundamentals of Engineering Geology 2(2-0) * 30 - 2
ES 535 Site Investigation 2(2-F) * 30 F 2
ES 536 Rock Mechanics 3(2-2) 30 30 3
ES 537 Soil Mechanics 3(2-2) 30 30 3
ES 538 Photogeology & Remote Sensing 3(2-2) 30 30 3
Semester II
ES 546 Applications of Engineering Geology 3(2-F) * 30 F 2
ES 547 Applied Hydrogeology 3(2-2) * 30 30 3
ES 548 Hydrogeochemistry and Water Quality 3(2-2) * 30 30 3
ES 549 Computer Software Applications 2(1-2) * 15 30 2
ES 550 Applied Geophysics 3(2-2) 30 30 3
ES 551 Tunnelling and Underground Excavations 3(2-F) 30 F 2
ES 552 Landslides and Stability of Slopes 3(2-F) 30 F 2
ES 553 Environmental Geology 2(2-F) 30 F 2
ES 554 Bore Hole Techniques 2(2-F) 30 F 2
ES 555 Project Procedures 2(2-0) 30 - 2
2
3. ES 556 Water Resources Management 2(2-0) 30 - 2
ES 557 Field Monitoring and Instrumentation 3(2-F) 30 F 2
ES 558 Statistics 2(2-0) 30 - 2
ES 559 Groundwater modelling 3(2-2) 30 30 3
ES 599 Research Project (3 - 4 months duration) 6
*1
Foundation course for non Geology graduates
*2
Foundation course for Geology graduates
* Compulsory Courses
F - Field work, demonstrations and excursions
6. PROGRAMME CONTENTS
ES 531: Basic Geology (2 credits)
Descriptions of rock and soil, igneous, metamorphic and sedimentary rocks, basic geological
structures. Map work and section drawing associated with interpretation of site investigation reports.
ES 532: Basic Mechanics (2 credits)
Force, momentum, force diagrams, friction, resolution of forces, moments, centre of gravity, stress.
Mohr system for presenting stress, elasticity, strain, and Mohr system for presenting strain, 3D
stresses and strains, principle stresses, stress distribution, strain transformations.Strength of materials.
ES 533: Fundamentals of Hydrogeology (2 credits)
The role of groundwater in the hydrological cycle. Measurements of precipitation and evaporation,
runoff, return periods. Methods of estimating recharge and base flow. Understanding the
groundwater-surface water interface. Soil water balances and flow in the unsaturated zone. Subsurface
distribution of water. Hydraulic properties. Aquifer types and groundwater environments.
Groundwater flow theory.
ES 534: Fundamentals of Engineering Geology (2 credits)
Formation, accumulation and geotechnical characteristics of residual and sedimentary soils,
Weathering grade classification, Formation and geotechnical characteristics of igneous, metamorphic
and sedimentary rocks. Geological structures, stereographic analysis, Rock mass and intact rock
classification systems.
ES 535: Site Investigations (2 credits)
Design and execution of ground investigation, the recording of data, its assessment. Computer
management of geotechnical data, quantitative methods in ground investigation.
ES 536: Rock Mechanics (3 credits)
Classification of intact rocks, Defects in rock mass, Physical and Mechanical properties of rocks,
Rock Testing, Creep behaviour and rheological models, strength and failure of rocks, Stress and
Strain, Rock deformation.
ES 537: Soil Mechanics (3 credits)
Soil classification, mineralogy of soils, soil water, soil stresses, consolidation and settlement, shear
strength, lateral earth pressures, slope stability, site investigation in soils.
ES 538: Photogeology and Remote Sensing (3 credits)
Aerial photogrammetry, topographic measurements, orographic measurements, geological
measurements; Remote sensing with satellite images and other remotely collected terrain data, Terrain
analysis, GIS methods; Computer usage and applications.
ES 546: Applications of Engineering Geology (3 credits)
Engineering geological aspects of aggregates, roads, foundations, dams, reservoirs, and underground
3
4. excavations, and geotechnical processes for groundwater control, grouting, mechanical support,
consolidation and soil improvement.
ES 547: Applied Hydrogeology (3 credits)
Hydrogeological characterization, exploration techniques, hydrogeological maps and data. Percussion
drilling, Conventional rotary and pneumatic hammer percussion drilling, Reverse circulation and
drilling fluid systems. Well design and construction, materials selection, screen selection and gravel
pack design. Well efficiency testing and analysis. Pumping test analysis techniques for confined,
leaky and unconfined conditions.
ES 548: Hydrogeochemistry and water quality (3 credits)
Basic introduction to quantitative aqueous chemistry including: Structure of water, activities,
equilibrium constants, thermodynamic calculations, acid-base reactions, redox reactions, ion
exchange, the effects of mixing, and silicate system reactions. Interpretation of major and minor ion
concentrations with respect to groundwater flow and evolution, and related hydraulic controls.
Assessment of incrustation and corrosion potential of groundwater. Natural groundwater quality with
respect to potable, industrial and agricultural use, water quality standards. Concepts of basic
contaminant movement in groundwater systems. Inorganic contaminant chemistry, organic
contaminant chemistry. The methods used for sampling and monitoring.
ES 549: Computer software applications (2 credits)
Use of currently available software packages for selected hydrogeological and engineering geological
themes (minimum two packages).
ES 550: Applied Geophysics (3 credits)
Principles of electrical resistivity, seismic refraction, gravity, magnetic and electromagnetic
techniques. Analysis and interpretation of field data with particular reference to resistivity sounding
and seismic refraction. The application of surface geophysical surveying to ground water and
engineering geological problems including identification of aquifer geometry, aquifer properties and
water quality. Field determination of geophysical survey techniques.
ES 551: Tunneling & Underground Excavations (3 credits)
Classification of Rock Masses, Stereographic Projections, Stresses around underground excavations,
Strength of rock and rock masses, Underground excavation failure mechanisms, Underground
excavation support design, Rock bolts, Shotcrete, and Mesh, Blasting in underground excavations,
Instrumentation.
ES 552: Landslides and Stability of Slopes (3 credits)
Causes of landslides, classification, investigation of land slides, Basic mechanics of slope failure,
Graphical presentation of slope geological data, shear strength of rocks, Groundwater flow,
Permeability, monitoring and instrumentation, slope stability analysis, prevention and control.
ES 553: Environmental Geology (2 credits)
Land use patterns and environmental problems, urban geology, urban canals, aquatic chemistry, solid
waste disposal and environmental impact assessment applications.
ES 554: Bore Hole Techniques (2 credits)
Principles of geophysical well logging techniques including electrical (SP, resistivity,
induction),radiometric (gamma, density, neutron), sonic, fluid temperature and conductivity,
flowmeter and caliper logs. Applications in hydrogeology. Interpretation of field records.
ES 555: Project Procedures (2 credits)
Hydrogeological and Engineering geological employment, project tender invitation, proposals, work
schedules, costing, group project proposal exercise.
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5. ES 556: Water Resources Management (3 credits)
Dynamic equilibrium in Natural Aquifers, case studies, groundwater budgets, management potential
of aquifers, paradox of safe yield. groundwater legislation, laws regulating quantity of groundwater,
laws regulating quality of groundwater, groundwater mining and cyclic storage.
ES 557: Field Monitoring and Instrumentation (3 credits)
Principles of instrumentation and field monitoring field instrumentation and monitoring in slopes,
land fills, building foundations, tunnels and excavations, ground water systems etc. Types of
instruments and their details.
ES 558: Statistics (2 credits)
Population and sample, scale of measurement, introduction to probability, discrete and continuous
variables and cumulative distribution functions, the family of normal distributions, testing of
hypotheses - parametric case, point and interval estimation, introduction to analysis of variance (one
way and 2 way ANOVA), linear regression and correlation, contingency tables and test of association.
ES 559: Groundwater modeling (3 credits)
Finite difference, Finite element and Crank Nicholson methods; explicit and implicit methods;
stability criteria, programming techniques; application to problem solving in hydrogeology and
engineering geology.
ES 599: Research project (6 credits)
Candidates of the M.Sc. Programme will undertake a research project on a topic agreed upon by the
programme coordinator. The candidates will be given the option of selecting a research problem in a
preferred area that falls within the disciplines of courses undertaken. The project will be carried out
under the guidance of a supervisor/s. The project will be undertaken on a full time basis with a
minimum period of three months. At the end of the research project the candidates are required to
present their results in the form of a dissertation and a seminar. A candidate should obtain a pass on
the research project for the award of M.Sc degree.
FIELD WORK/EXCURSIONS:
As indicated in the programme structure, field work/demonstrations/excursions are compulsory part
of most courses. The programme will include pumping tests, geophysics, and visits to landfill sites,
water resource schemes, and drilling sites. Students are encouraged to gain further field experience
either during their own projects and/or when helping their colleagues with their projects. Excursions
to national hydrogeological conferences, seminars, workshops and meetings are also organized.
7. PROGRAMME EVALUATION
Programme evaluation will be as stipulated in the PGIS Handbook.
8. TEACHING PANEL
Prof. G E Amirthanathan, Faculty of Engineering, University of Peradeniya
B.Sc. Eng (Cey.), M.Eng. (AIT, Bangkok), Deng Montepellier 11, MIE(SL)-Hydrologist
Mr. N M K B Bandara, Engineering Geologist, NBRO, Colombo
B.Sc. (Perad.), M.Sc. (AIT, Bangkok)
Prof. K Dahanayake, Postgraduate Institute of Science, University of Peradeniya
B.Sc. (Cey.), Ph.D. (Nancy)
Dr. H A Dharmagunawardana, Department of Geology, University of Peradeniya
B.Sc. (Perad.), M.Phil. (Perad.)
Prof. C B Dissanayake,.Department of Geology, University of Peradeniya
B.Sc. (Cey.), Ph.D. (Oxan), D.Sc. (Oxford) .
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6. Dr. U I Dissanayake, Faculty of Engineering, University of Peradeniya
B.Sc. Eng (Perad.), Ph.D.(Sheffield)
Mr. J Goonatileke, Department of Geology, University of Peradeniya
B.Sc. (Hons) Peradeniya, M.Sc. (AIT) Bangkok .
Mr. H A H J Jayasena, Department of Geology, University of Peradeniya
B.Sc. (Perad.), M.Sc. (Colorado)
Mr. U de S Jayawardene, Faculty of Engineering, University of Peradeniya
B.Sc (Perad.), M.Sc (AIT, Bangkok)
Mr. J Samarakkody, Hydrogeologist, National Water Supply and Drainage Board, Sri Lanka
B.Sc. (Perad.), M.Phil (Perad.)
Dr. A Senaratne, Department of Geology, University of Peradeniya
B.Sc. (Perad.), M.Sc. (Lond.), Ph.D. (Mainz)
Prof. K G H C N Seneviratne, Faculty of Engineering, University of Peradeniya
B.Sc. Eng (Cey.), Ph.D. (Cambridge)
PROGRAMME COORDINATORS
Dr. H. A. Dharmagunawardhane
Department of Geology
University of Peradeniya
Peradeniya
E-mail: dharmag@pdn.ac.lk
Tel: 081 2394212
081 2389150
081 2234426
Dr. Jagath Gunatilake
Department of Geology
University of Peradeniya
Peradeniya
E-mail: aajkg@yahoo.com
Tel.: 081 2394413
077 7313063
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