Ground water surveys and investigation (Record no. 13331)

MARC details
000 -LEADER
fixed length control field 07699nam a2200157Ia 4500
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number 8131304744
082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER
Classification number 551.49
Item number MAH
100 ## - MAIN ENTRY--PERSONAL NAME
Personal name Mahajan, Gautam
245 ## - TITLE STATEMENT
Title Ground water surveys and investigation
260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT)
Place of publication, distribution, etc. New Delhi
Name of publisher, distributor, etc. APH Pubg. Corp.
Date of publication, distribution, etc. 2009
300 ## - PHYSICAL DESCRIPTION
Extent xv,543p.
500 ## - GENERAL NOTE
General note CONTENTS Preface v List of Abbrivations (vii) 1. INTRODUCTION 1.1 History 3 1.2 Drainage 15 1.3 The Punjab Doabs 26 1.4 Irrigation 32 1.5 Man Made Changes in Drainage of Punjab35 1.6 Land Forms 37 1.7 Climate 41 1.7.1 Vegetation 43 2. GEOLOGY AND HYDROGEOLOGY 2.1 Introduction 49 2.2 Geology of Area lying between Ravi & Beas 51 2.2.1 Siwaliks 51 2.2.2 Kandi Zone 53 2.2.3 Sirowal Zone 55 2.2.4 Alluvium 55 2.2.5 Sub Surface Geology of UBDC Tract 56 2.2.6 Ground Water 59 2.3 Geology of Bist Doab 65 2.3.1 Siwaliks 65 2.3.2 Kandi Zone 71 2.3.3 Sirowal Zone 73 2.3.4 Alluvium 75 2.3.5 Aeolian Deposits 76 2.3.6 Sub Surface Geology of Bist Doab 76 2.3.7 Occurrance of Ground Water in Bist Doab79 2.4 Area lying South of Satluj 83 2.4.1 SirowalZone 83 2.4.2 Alluvium 84 2.4.3 Sub-surface Geology of Area South of Satluj 86 2.4.4 Occurrance of Ground Water in South of Satluj 89 2.5 Mineral Resources of Punjab 92 3. GROUND WATER STUDY 3.1 Introduction 105 3.2 Ground Water Study in Bist Doab 105 3.2.1 Behaviour of Water Table During 1927 to 1971 107 3.2.1.1 Behaviour of Water Table During 1927-1941110 3.2.1.2 Behaviour of Water Table During 1941-1954 110 3.2.1.3 Behaviour of Water Table 1955-1963 112 3.2.1.4 Behaviour of Water Table During 1963-1971 114 3.3 Ground Water Study in Upper Bari Doab 116 3.4 Ground Water Study in Area South of Sutlej 122 3.5 Fluctuation of Water Table 1979-88 123 3.6 Yearly Fluctuation in Water Table June 85- June86 125 3.7 Ground Water Zones 126 4. HYDROGEOLOGICAL SURVEYS AND INVESTIGATIONS 4.1 Infiltration 135 4.2 Peromeability or Hydraulic Conductivity176 4.3 Water Logging and Skimming of Fresh Water Lying over Saline Water 213 4.4 Pollution Study 254 4.5 Remote Sensing 283 4.1 INFILTRATION 4.1.1 Introduction 135 4.1.2 Factors Affecting Infiltration 135 4.1.2.1 Rainfall Characteristics 136 4.1.2.2 Soil Surface Conditions 136 4.1.2.3 Surface Cover Conditions 138 4.1.2.4 Transmissivity of the Soil Mass 140 4.1.2.5 Other factors 142 4.1.3 Characteristics of Infiltrating Water 142 4.1.4 Equipment required for Infiltration Tests & Theory 143 4.1.4.1 Infiltration Determination 145 4.1.4.2 CaseStudy-I 150 4.1.4.3CaseStudy -II 153 4.1.5 Tracer Technique 160 4.1.5.1 The Hydraulic Continuity, Direction and Velocity of Ground Water 161 4.1.5.2 Determination of the Effective Porosity & Dilution Technique for the Determination of Direction & Velocity of Ground Water 161 4.1.6 Environmental Radio-Isotope in Ground Investigation 162 4.1.6.1 Tritium in the Hydrological Cycle 162 4.1.6.2 Carbon Isotopes in Hydrological Cycle 164 4.1.6.3 Case Study-I (Tritium) 165 4.2 PERMEABIITY OR HYDRAULIC CONDUCTIVITY 4.2.1 Factors affecting Hydraulic Conductivity 177 4.2.2 Measurement of Hydraulic Conductivity 181 4.2.3 Inverse Auger Hole Method 183 4.2.4 Auger Hole Method 189 4.2.5 Determining Aquifer Hydraulic Conductivity 193 4.3 WATER LOGGING AND SKIMMING OF FRESH WATER LYING OVER SALINE WATER 4.3.1 Historical Back Ground 213 4.3.2 Water Logging in South West of Punjab 218 4.3.3 Water Resources of Region 219 4.3.4 Factors causing Water Logging 224 4.3.5 Measures to Check Rise of Water table 228 4.3.5.1 Preventing Excessive Water going into the Underground 228 4.3.5.1.1 Stopping Additional Water to Underground Reservoir from flooding of rivers, Malas and Torrents 228 4.3.5.1.2 Preventing the Hill Water from Entering the Plains 230 4.3.5.1.3 Opening of Blocked Drains and Constructing New Storm Drains 230 4.3.5.1.4 Lining of channels for reducing seepage water 231 4.3.5.1.5 Pumping out water from depressions & low lying areas 231 4.3.5.2 WithdrawalofWaterGoingintothe Underground 232 4.3.5.2.1 Installation of Shallow Tubewells 232 4.3.5.2.2 Sub Surface Drains 232 4.3.6 Skimming Wells 233 4.3.6.1 Interface and Upconing 233 4.3.6.2 Optimum Pentration of Well 234 4.3.6.3 Use of Ground Water at Shallow depth in Saline Ground Water Areas 253 4.4 POLLUTION STUDY 4.4.1 Introduction 254 4.4.2 Hydrogeology of Ground Water Pollution255 4.4.3 Access to the Aquifer 255 4.4.4 Sewage and Industrial Water 259 4.4.4.1 Sewage Study in Punjab 260 4.4.5 Solid Waste Problem in Punjab 268 4.4.6 Industrial Effluents 269 4.4.7 Distillery 274 4.4.8 Pulp & Paper Industry 277 4.4.9 Dairy 278 4.4.10 Electroplating 278 4.4.11 Dyeing Wastes 281 4.4.12 Tannery Wastes 281 4.5 REMOTE SENSING 4.5.1 Introduction 283 4.5.2 Water Resources Studies 284 4.5.3 Case Studies 286 4.5.4 Colour Aerial Photography 293 4.5.5 Multiple Techniques 294 4.5.5.1 Case Study 295 5. WELLS & TUBEWELLS 5.1 Wells 309 5.2 Tubewells 313 5.3 Deterioration of Tubewells 317 5.4 Design of Tubewell 320 5.4.1 Necessity of Design 320 5.4.2 Well Design 321 5.4.2.1 Gradation Analysis of Aquifer 322 5.4.2.2 Determination of Depth of Well & Housing Pipe 329 5.4.2.3 Selecting the Strata to be Screened and Fixing the Length of Screen 332 5.4.2.4 Well Screen Diameter '332 5.4.2.5 Well Screen Slot Size 333 5.4.2.6 Determination of Size of Gravel for Shrouding 334 5.4.2.7 Screen Entrance Velocity Well Development 339 5.5 Dewatering 345 5.5.1 Determining Aquifer Characteristics 345 5.5.2 Dewatering Equation 347 5.5.3 Factors in Selecting a Dewatering System 348 5.6 Spacing of Tubewells 349 6. PUMP TEST 6.1 Introduction 359 6.2 Purpose of Pump Test 360 6.2.1 Coefficient of Permeability & Transmissivity 361 6.2.2 Coefficient of Storage 362 6.2.3 Artesian Case 363 6.2.4 The Water Table Case 363 6.3 Aquifer Pump Test 363 6.3.1 Pumping Wells 364 6.3.2 Observation Wells 365 6.3.3 Placement of Observation Wells 365 6.3.4 Number of Observation Wells 366 6.3.5 Prepration for Pumping tests 366 6.3.6 Running of Pumping Wells 369 6.3.7 Water Level Measurements 370 6.3.8 Electric Sounder 370 6.3.9 Wetted Tape Method 372 6.3.10 Air Line Method 372 6.3.11 Measurement of Discharge 374 6.4 Determinating Duration of a test 375 6.5 Recovery test for Transmissivity 378 6.6 Advantages and Disadvantages of Pumping Test 379 6.7 Aquifer Pump Test on Shallow Wells 379 6.8 Aquifer Pump Test on Deep Tubewells 383 7. ARTIFICIAL RECHARGE 7.1 Introduction 449 7.2 Methods of Artificial Recharge 449 7.3 Artificial Recharge in the State of Punjab 450 7.3.1 Infiltration Rate 451 7.3.2 Dimentions of Infiltration Area 451 7.3.3 Aquifer Parameters 452 7.3.4 Duration of Infiltration 452 7.3.5 Method of Calculation 454 7.3.6 Effects of Infiltration Basins of Water Level Below Choe 456 7.3.7 Effects of Infiltration Basins on Water Level Adjecent to Choe 458 7.4 Effect of Artificial Recharge on DTW Costs and Irrigated Area 462 7.5Surface Spreading Scheme 465 7.6 Basin Scheme 471 7.7Recharge Study by Wells 477 7.8 Recharge from a River 481 7.9 Effect of Recharge on Draw down in Observation Wells 482 7.10 Wells along the Sutlej 483 7.11 Injection Wells 485 8. WATER QUALITY 8.1 Introduction 489 8.2 Water Quality of Punjab 498 8.2.1 Water Quality of Punjab by Panjab Agriculture University 504 8.3Systematic Ground Water Study 512 8.3.1 Fit Water 515 8.3.2 Marginal Water 516 8.3.3 Unfit Water/Saline Water 516 8.3.4 Distribution of State Area on the Basis of E.G. 516 8.3.5 Alkali Hazards 516 8.3.6 Distribution of State Area on the Basis of R.S.C. 517 8.3.7Broad Distribution on the Basis of E.G. & R.S.C. 517
890 ## - COUNTRY
-- India
891 ## - TOPIC
-- School of Architecture, CEPT Uni.
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