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State of Environment (Soe)
STATE OF ENVIRONMENT (SOE) REPORT – TIKAMGARH Executive Summary Welcome to the Tikamgarh State of Environment Report. The State of Environment Report provides a summary of the environmental attributes and condition of the district and the human impacts on the environment. It also provides a public record of district authority, industry and community activities and achievements in responding to pressures on the environment. State of the Environment Reports can therefore be considered as a mechanism for reporting on progress towards Environmentally Sustainable Development (ESD). State of the Environment (SoE) Reporting will be an annual requirement of district authority, coinciding with Annual Plan and prepared for each financial year. It involves looking at: the various pressures on the environment; the state or condition of the environment at the time of reporting; and any responses that has been or will be made to better manage environmental pressures or impacts to improve environmental conditions. So the main objective of the SoE Report of Tikamgarh is to bring out an overview of the environmental scenario of the district to serve as a baseline document and assist in logical and information based decision making. It is recognized that to achieve ESD within district the activities of annual plan require a shift in priorities, which involves the integration of environmental considerations into the development of community goals/targets, strategies, economic policies, and decision-making in every sphere of activity. The SoE Report provides a mechanism for identifying sustainability issues and trends, and therefore provides a mechanism for assisting the prioritization of district plan in achieving ESD The State of the Environment Report prepared for Tikamgarh covers the state and trends of the environmental issues like Agriculture, Forest, Land degradation, Water quantity, and Water quality. -
Current Condition of the Yamuna River - an Overview of Flow, Pollution Load and Human Use
Current condition of the Yamuna River - an overview of flow, pollution load and human use Deepshikha Sharma and Arun Kansal, TERI University Introduction Yamuna is the sub-basin of the Ganga river system. Out of the total catchment’s area of 861404 sq km of the Ganga basin, the Yamuna River and its catchment together contribute to a total of 345848 sq. km area which 40.14% of total Ganga River Basin (CPCB, 1980-81; CPCB, 1982-83). It is a large basin covering seven Indian states. The river water is used for both abstractive and in stream uses like irrigation, domestic water supply, industrial etc. It has been subjected to over exploitation, both in quantity and quality. Given that a large population is dependent on the river, it is of significance to preserve its water quality. The river is polluted by both point and non-point sources, where National Capital Territory (NCT) – Delhi is the major contributor, followed by Agra and Mathura. Approximately, 85% of the total pollution is from domestic source. The condition deteriorates further due to significant water abstraction which reduces the dilution capacity of the river. The stretch between Wazirabad barrage and Chambal river confluence is critically polluted and 22km of Delhi stretch is the maximum polluted amongst all. In order to restore the quality of river, the Government of India (GoI) initiated the Yamuna Action Plan (YAP) in the1993and later YAPII in the year 2004 (CPCB, 2006-07). Yamuna river basin River Yamuna (Figure 1) is the largest tributary of the River Ganga. The main stream of the river Yamuna originates from the Yamunotri glacier near Bandar Punch (38o 59' N 78o 27' E) in the Mussourie range of the lower Himalayas at an elevation of about 6320 meter above mean sea level in the district Uttarkashi (Uttranchal). -
On the Brink: Water Governance in the Yamuna River Basin in Haryana By
Water Governance in the Yamuna River Basin in Haryana August 2010 For copies and further information, please contact: PEACE Institute Charitable Trust 178-F, Pocket – 4, Mayur Vihar, Phase I, Delhi – 110 091, India Society for Promotion of Wastelands Development PEACE Institute Charitable Trust P : 91-11-22719005; E : [email protected]; W: www.peaceinst.org Published by PEACE Institute Charitable Trust 178-F, Pocket – 4, Mayur Vihar – I, Delhi – 110 091, INDIA Telefax: 91-11-22719005 Email: [email protected] Web: www.peaceinst.org First Edition, August 2010 © PEACE Institute Charitable Trust Funded by Society for Promotion of Wastelands Development (SPWD) under a Sir Dorabji Tata Trust supported Water Governance Project 14-A, Vishnu Digambar Marg, New Delhi – 110 002, INDIA Phone: 91-11-23236440 Email: [email protected] Web: www.watergovernanceindia.org Designed & Printed by: Kriti Communications Disclaimer PEACE Institute Charitable Trust and Society for Promotion of Wastelands Development (SPWD) cannot be held responsible for errors or consequences arising from the use of information contained in this report. All rights reserved. Information contained in this report may be used freely with due acknowledgement. When I am, U r fine. When I am not, U panic ! When I get frail and sick, U care not ? (I – water) – Manoj Misra This publication is a joint effort of: Amita Bhaduri, Bhim, Hardeep Singh, Manoj Misra, Pushp Jain, Prem Prakash Bhardwaj & All participants at the workshop on ‘Water Governance in Yamuna Basin’ held at Panipat (Haryana) on 26 July 2010 On the Brink... Water Governance in the Yamuna River Basin in Haryana i Acknowledgement The roots of this study lie in our research and advocacy work for the river Yamuna under a civil society campaign called ‘Yamuna Jiye Abhiyaan’ which has been an ongoing process for the last three and a half years. -
Are You Suprised ? F…
1.0 INTRODUCTION The Water (Prevention and Control of Pollution) Act, 1974 has been aimed to fulfill the water quality requirement of designated-best-uses of all the natural aquatic resources. Loss of bio-diversity on account of degradation of habitat has become the cause of major concern in recent years. Central Pollution Control Board, while executing the nation wide responsibility for water quality monitoring and management has established water quality monitoring network in the country. The Water Quality Monitoring Network constitutes 784 monitoring stations located on various water bodies all over the country. However, wetland areas have not been included as part of regular water quality monitoring network in the country. Keeping in view the importance of water quality of wetland areas, Central Pollution Control Board has initiated studies on Bio-monitoring of selected wetlands in wildlife habitats of the country. Bio monitoring of wetlands in wild life sanctuaries has been considered as most suitable measure to evaluate the health of wildlife ecosystem. Further, the monitoring of environmental variables will be immensely helpful in protecting and restoring the ecological status in these threatened habitats. 2.0 CPCB’S INITIATIVES FOR BIO-MONITORING OF WETLANDS Under the Indo-Dutch collaborative project, the development of bio- monitoring methodology for Indian river water quality evaluation was initiated during 1988. The Central Pollution Control Board carried out a pilot study on the River Yamuna for a selected stretch from Delhi upstream to Etawah downstream. The main objective of this study was to formulate strategic methods, which can be accepted in scientific and legislative framework for water quality evaluation. -
Blue Riverriver
Reviving River Yamuna An Actionable Blue Print for a BLUEBLUE RIVERRIVER Edited by PEACE Institute Charitable Trust H.S. Panwar 2009 Reviving River Yamuna An Actionable Blue Print for a BLUE RIVER Edited by H.S. Panwar PEACE Institute Charitable Trust 2009 contents ABBREVIATIONS .................................................................................................................................... v PREFACE .................................................................................................................................................... vii CHAPTER 1 Fact File of Yamuna ................................................................................................. 9 A report by CHAPTER 2 Diversion and over Abstraction of Water from the River .............................. 15 PEACE Institute Charitable Trust CHAPTER 3 Unbridled Pollution ................................................................................................ 25 CHAPTER 4 Rampant Encroachment in Flood Plains ............................................................ 29 CHAPTER 5 There is Hope for Yamuna – An Actionable Blue Print for Revival ............ 33 This report is one of the outputs from the Ford Foundation sponsored project titled CHAPTER 6 Yamuna Jiye Abhiyaan - An Example of Civil Society Action .......................... 39 Mainstreaming the river as a popular civil action ‘cause’ through “motivating actions for the revival of the people – river close links as a precursor to citizen’s mandated actions for the revival -
E-Flow) in River Yamuna
Environmental flow (E-Flow) in river Yamuna Context: The Hon’ble NGT in its judgment dated 13 January 2015 and through subsequent directions in OA No 6 of 2012 and 300 of 2013 given directions for the maintenance of requisite environmental flow in river Yamuna downstream of the barrage at Hathnikund in Haryana and at Okhla in Delhi so that there is enough fresh water flowing in the river till Agra for restoration of the river’s ecological functions. The Hon’ble Supreme Court had in W.P. ( C ) 537 of 1992 directed on 14 May 1999, that “a minimum flow of 10 cumecs (353 cusec) must be allowed to flow throughout the river Yamuna”. The report of the three member committee of MoWR, RD and GR on Assessment of Environmental Flows (E-Flows) has in March 2015 determined scientifically that E Flows as % of 90% dependable virgin flow at downstream Pashulok Barrage, Rishikesh on river Ganga should be 65.80%. It may be noted that the situation of river Yamuna at the Hathnikund barrage in Haryana is comparable to the situation at Rishikesh on river Ganga. In addition river Ganga at Rishikesh carries far more virgin flow in it as compared to leaner river Yamuna at Hathnikund. E – Flow in river Yamuna In view of the above it has been estimated that the E Flow in river Yamuna downstream of the barrage at Hathnikund should be no less than 2500 cusec (around 70% of the average minimum virgin flow of 3500 cusec reported at Hathnikund barrage during the leanest month of January). -
Modeling the Efficacy of the Ganga Action Plan's Restoration of The
Modeling the Efficacy of the Ganga Action Plan’s Restoration of the Ganga River, India By Shaw Lacy A thesis submitted In partial fulfillment of the requirements For the degree of Master of Science Natural Resources and Environment at The University of Michigan August 2006 Thesis Committee: Professor Michael Wiley Professor Jonathan Bulkley Abstract. To combat rising levels of water pollution in the Ganges River, the Indian gov- ernment initiated the Ganga Action Plan (GAP) in 1984. After twenty years, it is a com- mon perception that the GAP has failed to achieve the goals of a cleaner river. Using available government data on pollution levels and hydrology, I undertook an of the GAP efficacy for fifteen pollution parameters across 52 water quality sampling points moni- tored by India’s Central Pollution Control Board (CPCB) within the Ganga Basin. Dis- solved oxygen, BOD, and COD showed a significant improvement of water quality after twenty years. In addition, fecal and total coliform levels, as well as concentrations of cal- cium, magnesium, and TDS all showed a significant decline. Building on this analysis, a GIS analysis was used to create a spatial model of the majority of the Ganga River net- work using a reach-based ecological classification approach. Using recent GAP monitor- ing data, a multiple linear regression model of expected pollutant loads within each reach (VSEC unit) was created. This model was then used to inventory water quality across the entire basin, based on CPCB criteria. My analysis showed 208 river km were class A, 1,142 river km were class B, 684 river km were class C, 1,614 river km were class D, and 10,403 river km were class E. -
Morphometric Analysis of Sukhnai River with the Help of Remote Sensing Data and Arc-GIS in Bundelkhand Region, Central India
www.ijcrt.org © 2018 IJCRT | Volume 6, Issue 1 January 2018 | ISSN: 2320-2882 Morphometric Analysis of Sukhnai River with the help of Remote Sensing Data and Arc-GIS in Bundelkhand Region, Central India Purushottam Sharma1, M M Singh2, Amit Sharma3 1& 2Department of Geology, Bundelkhand University, Jhansi India. 3 GIS Professional Sector 47 Noida, India. Abstract In the present study, Sukhnai River is selected for the morphometric study. This river is the major tributary of Dhasan River in Bundelkhand region. The morphometric parameters ( linear, areal, and relief) of Sukhnai river basin were measured using Remote Sensing and GIS techniques for future development and planning of the river basin. Watershed boundary, flow accumulation, flow direction, flow length, etc; have been prepared using Arc-GIS software. Profile map of the basin is prepared through Global Mapper. The area is covered by dendritic to sub-dendritic drainage pattern. High bifurcation ratio shows that the drainage is strongly controlled by structures. Form factor (0.35) also indicates the area is having more or less elongated basin with flows of longer duration than average. Keywords: Sukhnai River, Morphometric Analysis, Remote Sensing & GIS, Global Mapper, Dendritic pattern, Bifurcation ratio and Form factor. Introduction: A widely acknowledge principle of Morphometry is that drainage basin morphology reflects various geological and geo-morphological processes over time, as indicated by various morphometric studies (Horton, 1945, Strahler, 1952, Shreve, 1969). It is clear that effect of drainage morphometry is very important in understanding the landform processes, soil physical properties and erosional features. Hydrologic and Geomorphomic processes occur within the watershed and morphometric characterization of the watershed scale reveals information regarding formation and development of land surface processes (Singh, 1992). -
Chief Engineer (Yamuna) Okhla, New Delhi- 110 025
PRE-FEASIBILITY REPORT Project for Construction of Rubber Dam at 1.5 K.M Downstream of Taj Mahal on River Yamuna in Agra City Submitted to: The Ministry of Environment Forest & Climate Change, New Delhi April 2019 Submitted by: Chief Engineer (Yamuna) Okhla, New Delhi- 110 025 Irrigation and Water Resource Department, Uttar Pradesh PRE-FEASIBILITY REPORT Table of Contents 1. INTRODUCTION AND PROJECT BACKGROUND ........................................................................ 3 1.1 INTRODUCTION ................................................................................................................ 3 1.2 BACKGROUND ................................................................................................................... 3 1.3 OBJECTIVE OF THE PROJECT ............................................................................................. 4 1.4 LOCATION & CONNECTIVITY............................................................................................. 5 2. PROJECT DESCRIPTION ............................................................................................................. 8 2.1 LAND REQUIREMENT ...................................................................................................... 12 2.2 RAW MATERIAL REQUIREMENT ..................................................................................... 13 2.3 MANPOWER REQUIREMENT .......................................................................................... 13 2.4 WATER REQUIREMENT .................................................................................................. -
Assessment of Domestic Pollution Load from Urban Agglomeration in Ganga Basin: Madhya Pradesh
Report Code: 063_GBP_IIT_EQP_S&R_13_VER 1_DEC 2014 Assessment of Domestic Pollution Load from Urban Agglomeration in Ganga Basin: Madhya Pradesh GRBMP: Ganga River Basin Management Plan by Indian Institutes of Technology IIT IIT IIT IIT IIT IIT IIT Bombay Delhi Guwahati Kanpur Kharagpur Madras Roorkee Report Code: 063_GBP_IIT_EQP_S&R_13_VER 1_DEC 2014 2 Report Code: 063_GBP_IIT_EQP_S&R_13_VER 1_DEC 2014 Preface In exercise of the powers conferred by sub-sections (1) and (3) of Section 3 of the Environment (Protection) Act, 1986 (29 of 1986), the Central Government has constituted National Ganga River Basin Authority (NGRBA) as a planning, financing, monitoring and coordinating authority for strengthening the collective efforts of the Central and State Government for effective abatement of pollution and conservation of the river Ganga. One of the important functions of the NGRBA is to prepare and implement a Ganga River Basin Management Plan (GRBMP). A Consortium of 7 Indian Institute of Technology (IIT) has been given the responsibility of preparing Ganga River Basin Management Plan (GRBMP) by the Ministry of Environment and Forests (MoEF), GOI, New Delhi. Memorandum of Agreement (MoA) has been signed between 7 IITs (Bombay, Delhi, Guwahati, Kanpur, Kharagpur, Madras and Roorkee) and MoEF for this purpose on July 6, 2010. This report is one of the many reports prepared by IITs to describe the strategy, information, methodology, analysis and suggestions and recommendations in developing Ganga River Basin Management Plan (GRBMP). The overall Frame Work for documentation of GRBMP and Indexing of Reports is presented on the inside cover page. There are two aspects to the development of GRBMP. -
Final Report 4.2 IN-24740-R13-073
STUDY ON PLANNING OF WATER RESOURCES OF RAJASTHAN Contents Page Table of Contents I Abbreviations and Acronyms IX Executive Summary i 1. INTRODUCTION ............................................................................................................... 1 2. OBJECTIVES ................................................................................................................... 3 3. APPROACH AND METHODOLOGY ...................................................................................... 4 3.1 General ................................................................................................................ 4 3.2 Methodology ........................................................................................................ 4 3.2.1 General .................................................................................................. 4 3.2.2 Data Collection and Validation ................................................................ 5 3.2.3 Modelling for Assessment of Surface Water Potential............................. 9 3.2.4 Inter-state Water Sharing ...................................................................... 10 3.2.5 Groundwater Data Processing .............................................................. 11 3.2.6 Groundwater Abstraction Village-wise .................................................. 19 3.2.7 Assessment of Dynamic Ground Water Resources .............................. 19 3.2.8 Assessment of Static Ground Water Resources ................................... 20 4. APPLIED BACKGROUND -
Govt of Madhya Pradesh Water Resources Department
BANDA IRRIGATION PROJECT TEHSIL :- BANDA DISTRICT:- SAGAR I N D E X VOLUME –I PAGE PAGE S.NO TITLE FROM TO 1 PREAMBLE 2 INDEX MAP 3 FORM 133 4 FORM 141 5 FORM 142 6 BRIEF DESCRIPTION OF PROJECT 7 DETAILS OF CONSITITUENCY 8 CHECK LIST 9 SAILENT FEATURES 10 CHAPTER –I GENERAL REPORT 11 CHAPTER –II INVESTIGATIONS GEOLOGICAL INVESTIGATION HYDROLOGICAL INVESTIGATIONS 12 CHAPTER –III IRRIGATION & COMMAND AREA DEVELOPMENT 13 CHAPTER – IV SUBMERGENCE AND R &R PLAN 14 CHAPTER – V ENVIRONMENTAL AND ECOLOGICAL ASPECTS 15 CHAPTER –VI DESIGN ASPECTS 16 CHAPTER – VII ESTIMATED COST 1 BANDA IRRIGATION PROJECT TEHSIL :- BANDA DISTRICT:- SAGAR PREAMBLE 1. GENERAL: - The Proposed dam site is located across river Dhasan near village Uldan Tehsil Banda, District Sagar of Madhya Pradesh. The site is located on topo sheet no 54L/16 with latitude 24˚4’35.11” N and longitude 78˚45'43" E. The site is situated about 45 km away from Sagar district headquarters. River Dhasan is a tributary of river Betwa ultimate part of Yamuna Basin. The river Dhasan Major originates near village Bankori of Tehsil Begamganj. The catchment area up to the proposed Dam site is 1490.72 sq km. Dam is proposed with FRL 463.00 m, having design gross capacity 301.00MCM, live capacity 282.31 MCM and dead storage 18.69 MCM Replanisment of water is 20 % of non monsoon season . After construction of this dam, 36000 Ha (approximately) in drought prone land of Malthone tehsil, 28400 Ha (approximately) of Banda and Shahgarh Tehsil of Sagar district and 15600 Ha.