A Study on the Hydrodynamics of Dhaleswari-Buriganga River System for Increase of Lean Flow in Buriganga

Total Page:16

File Type:pdf, Size:1020Kb

A Study on the Hydrodynamics of Dhaleswari-Buriganga River System for Increase of Lean Flow in Buriganga A STUDY ON THE HYDRODYNAMICS OF DHALESWARI-BURIGANGA RIVER SYSTEM FOR INCREASE OF LEAN FLOW IN BURIGANGA KHORSHAD JAHAN DEPARTMENT OF WATER RESOURCES ENGINEERING BANGLADESH UNIVERSITY OF ENGINEERING AND TECHNOLOGY (BUET), DHAKA-1000 June 2018 i A STUDY ON THE HYDRODYNAMICS OF DHALESWARI-BURIGANGA RIVER SYSTEM FOR INCREASE OF LEAN FLOW IN BURIGANGA A thesis submitted by KHORSHAD JAHAN (Roll No. 0412162013P) In partial fulfillment of the requirement for the degree of Master of Science in Engineering (Water Resources) DEPARTMENT OF WATER RESOURCES ENGINEERING BANGLADESH UNIVERSITY OF ENGINEERING AND TECHNOLOGY (BUET), DHAKA-1000 June 2018 ii DECLARATION This is to certify that the thesis on “A study on the hydrodynamics of Dhaleswari-Buriganga river system for increase of lean flow in Buriganga” has been performed by Khorshad Jahan and neither this nor any part thereof has been submitted elsewhere for the award of any other degree or diploma. Signature by the candidate Khorshad Jahan iii Table of Contents Page No. Declaration iii Certificate of Approval iv Table of Contents v List of Figures viii List of Tables xv List of Abbreviations xvi Acknowledgement xvii Abstract xviii Chapter 1. Introduction 1.1 Background of the Study 1 1.2 Significance of Dissolved Oxygen 3 1.3 Scope of the Study 5 1.4 Objectives of the Study 6 1.5 Organization of the Thesis 6 Chapter 2. Literature Review 2.1 General 8 2.2 Major River System of Bangladesh 8 2.3 Characteristics of the Rivers Around Dhaka City 15 2.4 Previous Studies on Dhaleswari-Buriganga Rivers 21 2.4.1 Previous Studies on Dhaleswari River 21 2.4.2 Previous Studies on Buriganga River 24 2.5 Previous Studies on Mathematical Modeling of Bangladesh Rivers 29 2.6 Previous Studies on Application of HEC-RAS for Hydrodynamic Modeling of 32 Bangladesh Rivers 2.7 Previous Studies on Water Quality of Bangladesh Rivers 34 2.8 Summary 40 v Chapter 3. Theory and Methodology 3.1 General 41 3.2 River Hydraulics 41 3.2.1 Channel Patterns 41 3.2.2 Factors Influencing River Geometry 44 3.3 River Morphology 45 3.3.1 Sediment Transport 45 3.3.2 Morphology of a River System 47 3.4 Basic Equations 47 3.4.1 Steady Flow Water Surface Profiles 48 3.4.2 Unsteady Flow Routing 52 3.4.3 Water Quality Equations 54 3.5 Modeling Approach 55 3.6 Hydrodynamic Modeling: River Analysis Components 58 3.6.1 Steady flow water surface profiles 59 3.6.2 Unsteady flow simulation 60 3.6.3 Sediment transport/Movable boundary computations 61 3.6.4 Water Quality Modeling 62 3.6.5 Data Storage, management, graphics and reporting 62 3.6.6 Steps to be taken to perform an analysis 63 3.6.7 Channel Modification 64 3.7 Modeling Approach for Water Quality Modeling 65 3.8 Methodology of the Study 66 3.9 Summary 74 Chapter 4. Study Area and Model Setup 4.1 General 75 4.2 Status of Dissolved Oxygen and Discharge in Buriganga River 76 4.3 Study Area Selection 92 4.4 Mathematical Model Setup 99 4.5 Hydrodynamic Model 100 4.5.1 Processing of Geometric Data 100 4.5.2 Boundary Conditions 102 4.5.3 Flow Analysis 107 vi 4.6 Water Quality Model Run 107 4.7 Summary 113 Chapter 5. Results and Discussions 5.1 General 114 5.2 Calibration of the Hydrodynamic Model of Dhaleswari-Buriganga River 115 5.3 Validation of the Hydrodynamic Model of Dhaleswari-Buriganga River 117 5.4 Calibration of the Water Quality Parameter for Buriganga River 119 5.5 Validation of the Water Quality Parameter for Buriganga River 121 5.6 Results for Different Flow Conditions 122 5.6.1 Results Obtained from Step -1 123 5.6.2 Results Obtained from Step -2 127 5.6.3 Results Obtained from Step -3 139 5.7 Increased Discharge in Dhaleswari River Mouth for Improving DO 150 5.8 Redesign of Dhaleswari River for Increase in Lean Flow Discharge 152 5.8.1 Input of modified cross section 154 5.8.2 Modified geometric data 157 5.8.3 Hydraulic properties of modified channel 159 5.8.4 Calculating of Cut Volume for Increased Discharge 161 5.9 Comparisons between IWM Study and the Present Research Study 163 5.10 Summary 166 Chapter 6. Conclusions and Recommendations 6.1 General 167 6.2 Conclusions of the Study 168 6.3 Recommendations for Further Study 169 References 170 Appendix 175 vii List of Figures Figure No. Title Page No. Figure 1.1 Typical changes in dissolved oxygen downstream of a waste 4 water input to a river Figure 2.1 Rivers of Bangladesh 9 Figure 2.2 Rivers of Bangladesh 10 Figure 2.3 The Jamuna River 11 Figure 2.4 The Meghna River 13 Figure 2.5 The Karnaphuli River 14 Figure 2.6 Rivers around Dhaka City 16 Figure 2.7 The Buriganga River 17 Figure 2.8 The Dhaleswari River 18 Figure 3.1 Channel patterns 42 Figure 3.2 Various features of channels 43 Figure 3.3 Diagram showing the energy equations terms 49 Figure 3.4 HEC- RAS default conveyance subdivision method 50 Figure 3.5 Example of how mean energy is obtained 51 Figure 3.6 Elementary control volume for derivation of continuity and 53 momentum equations Figure 3.7 Illustration of terms associated with definition of pressure 54 force Figure 3.8 One - Dimensional Geometric Representation for River 57 System Figure 3.9 Default water quality cell configuration 65 Figure 3.10 combined water quality cell configuration 66 Figure 3.11 Fundamental steps of methodology 68 Figure 3.12 Selected Reaches of Dhaleswari-Buriganga River system 71 Figure 3.13 Diagram of the hydrodynamic and water quality model used in 74 this study viii Figure 4.1 Peripheral Rivers Flowing Around Dhaka City 76 Figure 4.2 Flow Hydrograph of Buriganga River for the year 2013 77 Figure 4.3 Flow Hydrograph of Dhaleswari River for the year 2013 77 Figure 4.4 Lean Period Flow Condition of Bangshi and Turag Rivers 78 Figure 4.5 Water Pollution of the Buriganga River 79 Figure 4.6 Tannery Wastewater Degrading the Water Quality of Buriganga 80 River Figure 4.7 Location of the Sample Stations of the Water Quality Data of the 81 Buriganga River Figure 4.8 Yearly variation of Dissolved Oxygen in the Buriganga River 82 from 1988 – 2011 Figure 4.9 Monthly variation of DO among the River in the year 2010 84 (Source: Rahman et. al., 2012) Figure 4.10 Monthly variation of DO among the River in the year 2011 84 (Source: Rahman et. al., 2012) Figure 4.11 Mean values for Dissolved Oxygen at different sampling stations. 87 (Source: Rahman and Bakri, 2010) Figure 4.12 The dissolved oxygen (DO) values of the samples from the water 88 of three different rivers around Dhaka City. Figure 4.13 Variation of DO at Bangladesh China Friendship Bridge station 89 for the period 1993 to 2006 Figure 4.14 Variation of DO at Chadnighat station for the period 1993 to 89 2006 Figure 4.15 Variation of DO at Dholaikhal station for the period 1993 to 2006 90 Figure 4.16 Variation of DO at Farashganj station for the period 1993 to 2006 90 Figure 4.17 Variation of DO at Hazaribagh station for the period 1993 to 91 2006 Figure 4.18 Variation of DO at Pagla station for the period 1993 to 2006 91 Figure 4.19 Variation of DO at Sadarghat station for the period 1993 to 2006 92 ix Figure 4.20 Study Area Location of Dhaleswari South Offtake-Bangshi- 93 Karnatali Khal-Turag-Buriganga River Figure 4.21 Study Area Location Map of Buriganga River. 94 Figure 4.22 Four Options for Augmentation of the River 95 Figure 4.23 Diagram of the Study Reach River Network 96 Figure 4.24 Dhaleswari South Offtake-Bangshi-Karnatali Khal-Turag- 97 Buriganga River Selected as Study Area River Network System. Figure 4.25 Study River Network System with the Cross Sections. 98 Figure 4.26 Computer Modeling cycle from prototype to the Modeling results 99 Figure 4.27 Processing of geometric data editor 101 Figure 4.28 Schematic diagram of the reach of Dhaleswari-Buriganga River 102 network Figure 4.29 Applied Boundary Conditions at Dhaleswari-Bangshi-Karnatali- 103 Turag-Buriganga River System Figure 4.30 Upstream boundary condition at Porabari station of Dhaleswari 104 River Figure 4.31 Downstream boundary condition at Hariharpara station of 104 Buriganga River Figure 4.32 Boundary condition at Barinda River downstream 105 Figure 4.33 Boundary condition at Kaliganga River downstream 105 Figure 4.34 Boundary condition at Bangshi River upstream 106 Figure 4.35 Boundary condition at Turag River upstream 106 Figure 4.36 Boundary condition at Dhaleswari River downstream (Rekabi 107 Bazaar Station) Figure 4.37 Computation of Unsteady Flow 107 Figure 4.38 Water Quality Data Editor 108 Figure 4.39 Location Map of the Applied Dissolved Oxygen Boundary 109 Conditions Figure 4.40 Upstream Boundary Condition (Temperature) at Hazaribagh 110 station Figure 4.41 Upstream Boundary Condition (Dissolved Oxygen) at 110 Hazaribagh station x Figure 4.42 Downstream Boundary Condition (Dissolved oxygen) at 111 Hariharpara station Figure 4.43 Computation Water Quality Data 111 Figure 4.44 Processing of Water Quality Data 112 Figure 4.45 HEC-RAS water quality model setup of Buriganga River: 3D 112 view Figure 5.1 Water Level Calibration locations along the Dhaleswari-Burigana 115 River Network Figure 5.2 Calibration of Hydrodynamic Model at Tilli (SW68) for 116 Dhaleswari River for the Year 2013 Figure 5.3 Calibration of Hydrodynamic Model at Dhaka Mill Barrack 117 Station (SW42) for Buriganga River for the Year 2013 Figure 5.4 Validation of Hydrodynamic Model at Tilli (SW68) for the Year 118 2014 Figure 5.5 Validation of Hydrodynamic Model at Dhaka Mill Barrack 118 (SW42) for the Year 2014 Figure 5.6 Dissolved Oxygen Calibration locations along the Burigana River 119 Figure 5.7 Calibration of dissolved oxygen (DO) at Sadarghat Station for 120 the Year 2013 Figure 5.8 Calibration of dissolved oxygen (DO) at Pagla Station for the 120 Year 2013 Figure 5.9 Validation of dissolved oxygen (DO) at Sadarghat Station for the 121 year 2014 Figure 5.10 Validation of dissolved oxygen (DO) at Pagla Station for the year 122 2014 Figure 5.11 Dry period flow profile of Dhaleswari-Buriganga River system 126 Figure 5.12 Velocity profile of Dhaleswari-Buriganga River System 126 Figure 5.13 Sensitivity Analysis Location of Buriganga River 128 Figure 5.14 Observed Dissolved Oxygen (DO) Vs Discharge at Sadarghat 129 Station of Buriganga River Figure 5.15 20% Increased Discharge with Dissolved Oxygen (DO) at 129 Sadarghat Station of Buriganga River.
Recommended publications
  • Heavy Metals Contamination in Water and Sediments of an Urban River in a Developing Country
    Int. J. Environ. Sci. Tech., 8 (4), 723-736, Autumn 2011 ISSN 1735-1472 K. M. Mohiuddin et al. © IRSEN, CEERS, IAU Heavy metals contamination in water and sediments of an urban river in a developing country 1, 2*K. M. Mohiuddin; 3Y. Ogawa; 2H. M. Zakir; 1K. Otomo; 1N. Shikazono 1Laboratory of Geochemistry, School of Science for Open and Environmental Systems, Graduate School of Science and Technology, Keio University, Yokohama, Japan 2Department of Agricultural Chemistry, Bangladesh Agricultural University, Mymensingh, Bangladesh 3Graduate School of Environmental Studies, Tohoku University, Sendai, Japan Received 7 January 2011; revised 17 June 2011; accepted 3 August 2011 ABSTRACT: Water and sediment samples were collected from 20 location of the Buriganga river of Bangladesh during Summer and Winter 2009 to determine the spatial distribution, seasonal and temporal variation of different heavy metal contents. Sequential extraction procedure was employed in sediment samples for the geochemical partitioning of the metals. Total trace metal content in water and sediment samples were analyzed and compared with different standard and reference values. Concentration of total chromium, lead, cadmium, zinc, copper, nickel, cobalt and arsenic in water samples were greatly exceeded the toxicity reference values in both season. Concentration of chromium, lead, copper and nickel in sediment samples were mostly higher than that of severe effect level values, at which the sediment is considered heavily polluted. On average 72 % chromium, 92 % lead, 88 % zinc, 73 % copper, 63 % nickel and 68 % of total cobalt were associated with the first three labile sequential extraction phases, which portion is readily bioavailable and might be associated with frequent negative biological effects.
    [Show full text]
  • Ecological Risk Assessment of Heavy Metals in Sediment of the Louhajang River, Bangladesh
    Research Article Published: 04 Apr, 2019 SF Journal of Environmental and Earth Science Ecological Risk Assessment of Heavy Metals in Sediment of the Louhajang River, Bangladesh Kormoker T1*, Proshad R2 and Islam MS2 1Department of Emergency Management, Patuakhali Science and Technology University, Dumki, Patuakhali, Bangladesh 2Department of Soil Science, Patuakhali Science and Technology University, Dumki, Patuakhali, Bangladesh Abstract Heavy metal pollution in sediment of the riverine ecosystem is regarded as a major problem in developing countries like Bangladesh. The present study was conducted to assess the contamination level of heavy metals and their ecological in sediments of the Louhajang River, Bangladesh. Certain indices, including the enrichment factor (EF), pollution load index (PLI), geoaccumulation index i (Igeo), and contamination factor (C f) were used to assess the ecological risk. The mean concentration of Cr, Ni, Cu, As, Cd, and Pb in sediments was 9.205, 7.676, 17.727, 8.999, 0.083, and 4.597 mg/ kg, respectively. Metals in sediment during winter were higher than summer season. Enrichment i factor (EF), contamination factor (C f), geoaccumulation index (Igeo), and pollution load index (PLI) revealed lower contamination of sediments by the studied heavy metals. The sum of toxic units at different sampling sites was less than 4, indicating a low toxicity of heavy metals in sediments of the study river. Considering the severity of potential ecological risk for single metal, the descending order of pollutants was As > Cu > Cd > Ni > Pb > Cr. In view of the potential ecological risk, sediments of Louhajang River showed low potential ecological risk. Keywords: Surface sediment; Heavy metal; Ecological risk; Bangladesh Introduction Contamination of heavy metals in the environment has attracted a wide concern due to the ever- increasing pollution of soil, sediment and water in many regions of the world, especially in some developing countries like Bangladesh [1-6].
    [Show full text]
  • Initial Environmental Examination
    Bangladesh Power System Enhancement and Efficiency Improvement Project (RRP BAN 49423) Initial Environmental Examination March 2017 Bangladesh: Bangladesh Power System Enhancement and Efficiency Improvement Project Prepared by Power Grid Company of Bangladesh Limited (PGCBL) and Bangladesh Rural Electrification Board (BREB), Government of Bangladesh for the Asian Development Bank. This initial environmental examination is a document of the borrower. The views expressed herein do not necessarily represent those of ADB's Board of Directors, Management, or staff, and may be preliminary in nature. Your attention is directed to the “terms of use” section on ADB’s website. In preparing any country program or strategy, financing any project, or by making any designation of or reference to a particular territory or geographic area in this document, the Asian Development Bank does not intend to make any judgments as to the legal or other status of any territory or area.: Initial Environmental Examination Bangladesh: Bangladesh Power System Enhancement and Efficiency Improvement Project (Component 1: Transmission System Development in Southern Bangladesh) Prepared by Power Grid Company of Bangladesh Limited (PGCBL), Government of Bangladesh for the Asian Development Bank. CURRENCY EQUIVALENTS (as of 22 September 2016) Currency unit – Taka (Tk) Tk.1.00 = USD0.01276 USD 1.00 = Tk. 78.325 This initial environmental examination is a document of the borrower. The views expressed herein do not necessarily represent those of ADB's Board of Directors, Management, or staff, and may be preliminary in nature. Your attention is directed to the “terms of use” section on ADB’s website. In preparing any country program or strategy, financing any project, or by making any designation of or reference to a particular territory or geographic area in this document, the Asian Development Bank does not intend to make any judgments as to the legal or other status of any territory or area.
    [Show full text]
  • Present Status of Fish Biodiversity and Abundance in Shiba River, Bangladesh
    Univ. J. zool. Rajshahi. Univ. Vol. 35, 2016, pp. 7-15 ISSN 1023-6104 http://journals.sfu.ca/bd/index.php/UJZRU © Rajshahi University Zoological Society Present status of fish biodiversity and abundance in Shiba river, Bangladesh D.A. Khanom, T Khatun, M.A.S. Jewel*, M.D. Hossain and M.M. Rahman Department of Fisheries, University of Rajshahi, Rajshahi 6205, Bangladesh Abstract: The study was conducted to investigate the abundance and present status of fish biodiversity in the Shiba river at Tanore Upazila of Rajshahi district, Bangladesh. The study was conducted from November, 2016 to February, 2017. A total of 30 species of fishes were recorded belonging to nine orders, 15 families and 26 genera. Cypriniformes and Siluriformes were the most diversified groups in terms of species. Among 30 species, nine species under the order Cypriniformes, nine species of Siluriformes, five species of Perciformes, two species of Channiformes, two species of Mastacembeliformes, one species of Beloniformes, one species of Clupeiformes, one species of Osteoglossiformes and one species of Decapoda, Crustacea were found. Machrobrachium lamarrei of the family Palaemonidae under Decapoda order was the most dominant species contributing 26.29% of the total catch. In the Shiba river only 6.65% threatened fish species were found, and among them 1.57% were endangered and 4.96% were vulnerable. The mean values of Shannon-Weaver diversity (H), Margalef’s richness (D) and Pielou’s (e) evenness were found as 1.86, 2.22 and 0.74, respectively. Relationship between Shannon-Weaver diversity index (H) and pollution indicates the river as light to moderate polluted.
    [Show full text]
  • INTERNATIONAL JOURNAL of ENVIRONMENT Volume-10, Issue-1, 2020/21 ISSN 2091-2854 Received:3 Dec 2020 Revised:24 Feb 2021 Accepted:26 Feb 2021
    INTERNATIONAL JOURNAL OF ENVIRONMENT Volume-10, Issue-1, 2020/21 ISSN 2091-2854 Received:3 Dec 2020 Revised:24 Feb 2021 Accepted:26 Feb 2021 EVALUATION OF CONTAMINATION AND ACCUMULATION OF HEAVY METALS IN THE DHALESWARI RIVER SEDIMENTS, BANGLADESH Abdullah Al Mamun1, †, Protima Sarker 1, 2,*, †, Md. Shiblur Rahaman1, 3, Mohammad Mahbub Kabir1, 4 and Masahiro Maruo2 1Department of Environmental Science and Disaster Management, Noakhali Science and Technology University, Noakhali-3814, Bangladesh. 2School of Environmental Science, University of Shiga Prefecture, 2500 Hassakacho, Hikone, Shiga 522-8533, Japan. 3Department of Environmental and Preventive Medicine, Jichi Medical University School of Medicine, 3311-1 Yakushiji, Shimotsuke, Tochigi-329-0498, Japan. 4Research Cell, Noakhali Science and Technology University, Noakhali-3814, Bangladesh. *Corresponding author: [email protected] †Authors contributed equally to the manuscript Abstract The Dhaleswari river is considered as one of the most important rivers of Bangladesh due to its geographical location and ecological services. The present study attempts to evaluate the degree of heavy metal pollution, contamination, and accumulative behavior in the sediment of the Dhaleswari river. The sediment samples were collected from fifteen different locations of the Dhaleswari river. Heavy metals were analyzed using the Flame Atomic Spectrophotometer (FAAS). The mean concentrations of Zn, Cu, Cr, Pb and Cd were 131.9, 48.89, 43.16, 33.23 and 0.37 mgkg-1, respectively. According to the United States Environmental Protection Agency (USEPA) Sediment Quality Guideline, the sediment of most of the locations were not polluted for Pb and Cd. But S-11 location for Cd (0.8 mg kg-1) was highly polluted.
    [Show full text]
  • Initial Environmental Examination
    Initial Environmental Examination Project Number: 53382-001 May 2021 Bangladesh: South Asia Sub regional Economic Cooperation Dhaka-Sylhet Corridor Road Investment Project Main report vol. 1 Prepared by the Roads and Highways Division, Bangladesh, Dhaka for the Asian Development Bank. Page i Terms as Definition AASHTO American Association of State Highway and Transportation Officials ADB Asian Development Bank AMAN Rice (grown in wet season) APHA American Public Health Association ARIPA Acquisition and Requisition of Immoveable Property Act As Arsenic BD Bangladesh BIWTA Bangladesh Inland Water Transport Authority BNBC Bangladesh National Building Code BOQ Bill of Quantities Boro Rice (grown in dry season) BRTA Bangladesh Road Transport Authority BWDB Bangladesh Water Development Board CITES Convention on Trade in Endangered Species CO Carbon Monoxide CoI Corridor of Impact CPRs Community Property Resources DMMP Dredged Material Management Plan DC Deputy Commissioner DO Dissolved Oxygen DoE Department of Environment DoF Department of Forest EA Executive Agency ECA Environmental Conservation Act ECR Environmental Conservation Rules EIA Environmental Impact Assessment EMP Environmental Management Plan EMoP Environmental Monitoring Plan Engineer The construction supervision consultant/engineer EPAS Environmental Parameter Air Sampler EPC Engineering Procurement and Construction EQS Environmental Quality Standards ESCAP Economic and Social Commission for Asia and the Pacific ESSU Environmental and Social Safeguards Unit FC Faecal Coliform
    [Show full text]
  • Title of Paper
    IABSE-JSCE Joint Conference on Advances in Bridge Engineering-IV, August 26-27, 2020, Dhaka, Bangladesh ISBN: 978-984-34-8313-3 Amin, Okui, Bhuiyan, Rahman (eds.) www.iabse-bd.org Hydro-morphology of Bangladesh rivers: Reflections from a large study M.S. Mondal, S.K. Bala, G.M.T. Islam, M.A. Haque, M.R. Islam & S. Biswas Institute of Water and Flood Management, Bangladesh University of Engineering and Technology, Dhaka-1000, Bangladesh ABSTRACT: Hydrological and morphological studies of about 50 rivers in Bangladesh have been done over the last few years. The studies were conducted in relation to 188number of bridges proposed to be constructed on these rivers. The hydrological studies included estimation of flood discharge, level, velocity, hydraulic depth, flow area, etc., based on flood frequency and/or model studies. Flood frequency analysis was carried out using the Lognormal, Gumbel’s Extreme Value Type I, Pearson and Log Pearson probability distribution functions. One-dimensional hydrodynamic model was also used to generate design hydraulic parameters at the selected river locations. The morphological studies included assessment of stability of the river sites using time series satellite image analysis, quasi-three dimensional morphodynamic modeling, cross-sectional analy- sis and field observations. Spatial distribution of various parameters was then investigated. The findings indi- cate that some areas/rivers are hydro-morphologically more active and vulnerable than the others. Even the vulnerability of the same river varies depending on the location. Accordingly, hydraulic intervention in some rivers are found to be more challenging than in others. 1 INTRODUCTION Bangladesh is a country of rivers.
    [Show full text]
  • West Tripura District, Tripura
    कᴂद्रीय भूमि जल बो셍ड जल संसाधन, नदी विकास और गंगा संरक्षण विभाग, जल शक्ति मंत्रालय भारत सरकार Central Ground Water Board Department of Water Resources, River Development and Ganga Rejuvenation, Ministry of Jal Shakti Government of India AQUIFER MAPPING AND MANAGEMENT OF GROUND WATER RESOURCES WEST TRIPURA DISTRICT, TRIPURA उत्तर पूिी क्षेत्र, गुिाहाटी North Eastern Region, Guwahati GOVERNMENT OF INDIA MINISTRY OF JAL SHAKTI DEPARTMENT OF WATER RESOURCES, RIVER DEVELOPMENT & GANGA REJUVENATION CENTRAL GROUND WATER BOARD REPORT ON “AQUIFER MAPPING AND MANAGEMENT PLAN OF WEST TRIPURA DISTRICT, TRIPURA” (AAP 2017-18) By Shri Himangshu Kachari Assistant Hydrogeologist Under the supervision of Shri T Chakraborty Officer In Charge, SUO, Shillong & Nodal Officer of NAQUIM, NER CONTENTS Page no. 1. Introduction 1-20 1.1 Objectives 1 1.2 Scope of the study 1 1.2.1 Data compilation & data gap analysis 1 1.2.2 Data Generation 2 1.2.3 Aquifer map preparation 2 1.2.4 Aquifer management plan formulation 2 1.3 Approach and methodology 2 1.4 Area details 2-4 1.5Data availability and data adequacy before conducting aquifer mapping 4-6 1.6 Data gap analysis and data generation 6 1.6.1 Data gap analysis 6 1.6.2 Recommendation on data generation 6 1.7 Rainfall distribution 7 1.8 Physiography 7-8 1.9 Geomorphology 8 1.10 Land use 9-10 1.11Soil 11 1.12 Drainage 11-12 1.13 Agriculture 13-14 1.14 Irrigation 14 1.15 Irrigation projects: Major, Medium and Minor 15-16 1.16 Ponds, tanks and other water conservation structures 16 1.17 Cropping pattern 16-17 1.18 Prevailing water conservation/recharge practices 17 1.19 General geology 18-19 1.20 Sub surface geology 19-20 2.
    [Show full text]
  • IPP: Bangladesh: Second Chittagong Hill Tracts Rural Development Project
    Second Chittagong Hill Tracts Rural Development Project (RRP BAN 42248) Indigenous Peoples Plan March 2011 BAN: Second Chittagong Hill Tracts Rural Development Project Prepared by ANZDEC Ltd for the Ministry of Chittagong Hill Tracts Affairs and Asian Development Bank. CURRENCY EQUIVALENTS (as of 16 March 2011) Currency unit – taka (Tk) Tk1.00 = $0.0140 $1.00 = Tk71.56 ABBREVIATIONS ADB – Asian Development Bank ADR – alternative dispute resolution AP – affected person CHT – Chittagong Hill Tracts CHTDF – Chittagong Hill Tracts Development Facility CHTRC – Chittagong Hill Tracts Regional Council CHTRDP – Chittagong Hill Tracts Rural Development Project CI – community infrastructure DC – deputy commissioner DPMO – district project management office GOB – Government of Bangladesh GPS – global positioning system GRC – grievance redress committee HDC – hill district council INGO – implementing NGO IP – indigenous people IPP – indigenous peoples plan LARF – land acquisition and resettlement framework LCS – labor contracting society LGED – Local Government Engineering Department MAD – micro agribusiness development MIS – management information system MOCHTA – Ministry of Chittagong Hill Tracts Affairs NOTE (i) In this report, "$" refers to US dollars. This indigenous peoples plan is a document of the borrower. The views expressed herein do not necessarily represent those of ADB's Board of Directors, Management, or staff, and may be preliminary in nature. In preparing any country program or strategy, financing any project, or by making any designation of or reference to a particular territory or geographic area in this document, the Asian Development Bank does not intend to make any judgments as to the legal or other status of any territory or area. 1 CONTENTS Page A. Executive Summary 3 B.
    [Show full text]
  • The Conservation Action Plan the Ganges River Dolphin
    THE CONSERVATION ACTION PLAN FOR THE GANGES RIVER DOLPHIN 2010-2020 National Ganga River Basin Authority Ministry of Environment & Forests Government of India Prepared by R. K. Sinha, S. Behera and B. C. Choudhary 2 MINISTER’S FOREWORD I am pleased to introduce the Conservation Action Plan for the Ganges river dolphin (Platanista gangetica gangetica) in the Ganga river basin. The Gangetic Dolphin is one of the last three surviving river dolphin species and we have declared it India's National Aquatic Animal. Its conservation is crucial to the welfare of the Ganga river ecosystem. Just as the Tiger represents the health of the forest and the Snow Leopard represents the health of the mountainous regions, the presence of the Dolphin in a river system signals its good health and biodiversity. This Plan has several important features that will ensure the existence of healthy populations of the Gangetic dolphin in the Ganga river system. First, this action plan proposes a set of detailed surveys to assess the population of the dolphin and the threats it faces. Second, immediate actions for dolphin conservation, such as the creation of protected areas and the restoration of degraded ecosystems, are detailed. Third, community involvement and the mitigation of human-dolphin conflict are proposed as methods that will ensure the long-term survival of the dolphin in the rivers of India. This Action Plan will aid in their conservation and reduce the threats that the Ganges river dolphin faces today. Finally, I would like to thank Dr. R. K. Sinha , Dr. S. K. Behera and Dr.
    [Show full text]
  • Cachar District
    [TO BE PUBLISHED IN THE GAZETTE OF INDIA, EXTRAORDINARY, PART II SECTION 3, SUB SECTION (II)] GOVERNMENT OF INDIA MINISTRY OF FINANCE (DEPARTMENT OF REVENUE) Notification No. 45/2010 - CUSTOMS (N.T.) 4th JUNE, 2010. 14 JYESTHA, 1932 (SAKA) S.O. 1322 (E). - In exercise of the powers conferred by clauses (b) and (c) of section 7 of the Customs Act, 1962 (52 of 1962), the Central Government hereby makes the following further amendment(s) in the notification of the Government of India in the Ministry of Finance (Department of Revenue), No. 63/94-Customs (NT) ,dated the 21st November, 1994, namely:- In the said notification, for the Table, the following Table shall be substituted, namely;- TABLE S. Land Land Customs Routes No. Frontiers Stations (1) (2) (3) (4) 1. Afghanistan (1) Amritsar Ferozepur-Amritsar Railway Line (via Railway Station Pakistan) (2) Delhi Railway Ferozepur-Delhi Railway Line. Station 2. Bangladesh CALCUTTA AND HOWRAH AREA (1) Chitpur (a) The Sealdah-Poradah Railway Line Railway Station passing through Gede Railway Station and Dhaniaghat and the Calcutta-Khulna Railway line River Station. passing through Bongaon (b) The Sealdah-Lalgola Railway line (c) River routes from Calcutta to Bangladesh via Beharikhal. (2) Jagannathghat The river routes from Calcutta to Steamer Station Bangladesh via Beharikhal. and Rajaghat (3) T.T. Shed The river routes from Calcutta to (Kidderpore) Bangladesh via Beharikhal. CACHAR DISTRICT (4) Karimganj (a) Kusiyara river Ferry Station (b) Longai river (c) Surma river (5) Karimganj (a) Kusiyara river Steamerghat (b) Surma river (c) Longai river (6) Mahisasan Railway line from Karimganj to Latu Railway Station Railway Station (7) Silchar R.M.S.
    [Show full text]
  • Aquatic Ecology and Dangerous Substances: Bangladesh Perspective
    Diffuse Pollution Conference Dublin 2003 8C Ecology: AQUATIC ECOLOGY AND DANGEROUS SUBSTANCES: BANGLADESH PERSPECTIVE Institute for Environment and Development Studies 5/12-15, Eastern view (5th floor), 50, D.I.T Extension Road, Dhaka -1000, Bangladesh. E-mail: [email protected] ; Phone: +880 2 9354128 ; Fax: +880 2 8315394 Bangladesh had always been predominantly and agricultural based country and in early days pollution was never even felt in this region. Since early sixties, of necessity, industries of various kinds started to spring up slowly. It appears in a survey that ecological imbalance is being caused continuously due to discharge of various industrial wastes into air and water bodies. It has also been found that the intensity of pollution caused by the factories and industrial units depend on their type, location, raw materials, chemical effects, production process and discharge of gaseous, liquid and solid pollutants to the natural environment. All of Bangladesh's sewage and industrial wastes are flushed directly into Ganges and Brahmaputra Rivers. There are wide spread fears that as the region develops in industrial infrastructure, industrial pollution will accelerate, compounding the problems posed by raw municipal wastes. About 900 polluting industries in Bangladesh dispose of untreated industrial wastes directly into rivers, although the effluents contain 10 to 100 times the allowable levels permissible for human health. The Ganges-Brahmaputra delta is the largest delta in the world and the rivers contribute one-third of the global sediment transport to the world oceans. The rivers flow through 10 per cent global population and carry untreated rural, urban, municipal and industrial wastes to the Bay of Bengal.
    [Show full text]