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