Vamsadhara River Water Dispute

Total Page:16

File Type:pdf, Size:1020Kb

Vamsadhara River Water Dispute Vamsadhara River Water Dispute drishtiias.com/printpdf/vamsadhara-river-water-dispute Why in News The Chief Ministers of Andhra Pradesh and Odisha will hold talks to clear out all differences with regard to the sharing of Vamsadhara river waters. Andhra Pradesh wants to build the Neradi bridge across the river which will be possible only after Odisha’s consent. Key Points Andhra Pradesh also wants to complete the inter-linking of its Nagavali river with the Vamsadhara and expand the Madduvalasa Reservoir project soon. Madduvalasa Project is a Medium Irrigation Project with a reservoir across Suvarnamukhi river, a tributary of Nagavali river. Agriculture is the only assured economic activity for the people living in the backward region and in the absence of rapid industrialisation, there is a need to concentrate on irrigation projects to make agriculture a viable activity. Background: In February 2006, Odisha sent a complaint to the Central Government under Section 3 of the Inter-State River Water Disputes (ISRWD) Act, 1956 regarding its water disputes with Andhra Pradesh pertaining to Inter-State River Vamsadhara. It demanded for the constitution of an Inter-State Water Disputes Tribunal for adjudication. Grievances of Orissa: Adverse effect of undertaking the construction of a canal (called a flood flow canal at Katragada, Andhra Pradesh) taking off from the river Vamsadhara. The flood flow canal would result in drying up the existing river bed and consequent shifting of the river affecting the groundwater table. Failure of Andhra Pradesh to implement the terms of the inter-state agreement relating to use, distribution and control of waters of vamsadhara and its valley. Odisha also raised the issue of scientific assessment of available water in Vamsadhara at Katragada and Gotta Barrage, Andhra Pradesh and the basis for sharing the available water. 1/3 Vamsadhara River It is an east-flowing river which originates in Kalahandi district of Odisha, flows in Odisha, along its boundary with Andhra Pradesh and finally joins the Bay of Bengal at Kalingapatnam, Andhra Pradesh. It is the main river of north-eastern Andhra region and the Boddepalli Rajagopala Rao Project was constructed on it to meet the irrigation needs of the region. 2/3 3/3.
Recommended publications
  • Hydrological Modeling of Vamsadhara River Basin, India Using SWAT
    International Conference on Emerging Trends in Computer and Image Processing (ICETCIP'2014) Dec. 15-16, 2014 Pattaya (Thailand) Hydrological Modeling of Vamsadhara River Basin, India using SWAT Manoj. Jain, and Survey Daman. Sharma as the lack of reliable long-term data in developing countries Abstract—The runoff generation and sediment outflow from a makes rigorous and accurate water resources assessments medium sized basin of Vamsadhara river in India is investigated challenging. using the Soil and Water Assessment Tool (SWAT). Sensitivity The developments in computing technology and recent analysis is performed on twenty-seven parameters of the SWAT advances in the availability of digital datasets and the use of model which revealed that initial SCS curve number for moisture geographic information systems (GIS) for water resources condition II (CN2) is the most sensitive parameter for both flow and sediment while saturated hydraulic conductivity (SOL_K) and management have revolutionized the study of hydrologic average slope length (SLSUBBSN) are the next most sensitive systems. Numerous hydrologic models ranging from model parameters to flow. Similarly, USLE support practices factor empirical to physically based distributed parameters have (USLE_P), and available water capacity of soil layer (SOL_AWC) been developed to estimate runoff and sediment yield during are the next most sensitive model parameters to sediment. the past three decades. The Soil and Water Assessment Tool Available data on runoff and sediment outflow is split into two (SWAT) developed by the United States Department of groups for calibrations and validation of the model parameters. Calibration and validation results for stream flow are good (R2 = Agriculture - Agricultural Research Services (USDA - ARS) 0.73, NSE = 0.73 for calibration period and R2 = 0.73, NSE = 0.72 [1] is one such model that integrates the spatial analysis for validation period).
    [Show full text]
  • International Journal of Academic Research ISSN: 2348-7666; Vol.3, Issue-4(2), April, 2016 Impact Factor: 3.075; Email: [email protected]
    International Journal of Academic Research ISSN: 2348-7666; Vol.3, Issue-4(2), April, 2016 Impact Factor: 3.075; Email: [email protected] , Assistant Professor, Dept. of Civil Engineering, Sri. Indu College of Engineering and Technology, Seriguda , Ibrahim patnam (M) R.R District. Telangana State. , Lecturer in Dept. of Economics, Govt. (UG &PG) College, Anantapur, Andhra Pradesh , Post-Doctoral Fellow , Dept. of Economics , S.K. University , S.V. Puram , Anantapur , District, Andhra Pradesh. Floods are the most devastating natural calamities by their nature since time immemorial. Flooding is mainly caused by over spilling of river banks Severity increases where there is obstruction like encroachment in water ways in urban areas etc. The present paper analysed flood management. The main objectives are (i) To describe the river system, Rainfall, forecasting system and affected areas, (ii) To identify the causes vulnerability, impacts, losses, strategies, controlling measures of floods affected areas. The paper discuss the river basin wise flood situations rainfall , forecasting systems sites cause , losses, risk reduction measures strategies and flood management of the study area. flood management, calamities, forecasting, river basin catchment, vulnerability, strategies. Flood waters are simply going as a waste Floods are one of the most devastating in to seas and oceans. To control the natural calamities, by their nature and floods and utilize the waters for irrigation since time immemorial. It is most and other purposes, Interlinking of rivers commonly observed during monsoon can be a substantial solution. A variety of season and severe floods occurring every mitigation measures can be identified and year in one part or the throughout the implemented measures include flood country which has been causing forecasting and warning, adopting proper recurrent tremendous extensive damage land-use planning, flood-prone area to Agriculture, life and property besides zoning, and management.
    [Show full text]
  • AP Reports 229 Black Fungus Cases in 1
    VIJAYAWADA, SATURDAY, MAY 29, 2021; PAGES 12 `3 RNI No.APENG/2018/764698 Established 1864 Published From VIJAYAWADA DELHI LUCKNOW BHOPAL RAIPUR CHANDIGARH BHUBANESWAR RANCHI DEHRADUN HYDERABAD *LATE CITY VOL. 3 ISSUE 193 *Air Surcharge Extra if Applicable www.dailypioneer.com New DNA vaccine for Covid-19 Raashi Khanna: Shooting abroad P DoT allocates spectrum P as India battled Covid P ’ effective in mice, hamsters 5 for 5G trials to telecom operators 8 was upsetting 12 In brief GST Council leaves tax rate on Delhi will begin AP reports 229 Black unlocking slowly from Monday, says Kejriwal Coronavirus vaccines unchanged n elhi will begin unlocking gradually fungus cases in 1 day PNS NEW DELHI from Monday, thanks to the efforts of the two crore people of The GST Council on Friday left D n the city which helped bring under PNS VIJAYAWADA taxes on Covid-19 vaccines and control the second wave, Chief medical supplies unchanged but Minister Arvind Kejriwal said. "In the The gross number of exempted duty on import of a med- past 24 hours, the positivity rate has Mucormycosis (Black fungus) cases icine used for treatment of black been around 1.5 per cent with only went up to 808 in Andhra Pradesh fungus. 1,100 new cases being reported. This on Friday with 229 cases being A group of ministers will delib- is the time to unlock lest people reported afresh in one day. erate on tax structure on the vac- escape corona only to die of hunger," “Lack of sufficient stock of med- cine and medical supplies, Finance Kejriwal said.
    [Show full text]
  • ABSTRACT in the Present Study, a New Framework Model Was Conceptualised and Formulated Based on Governing Variables for Water Al
    ABSTRACT In the present study, a new framework model was conceptualised and formulated based on governing variables for water allocation; in an effort to enhance the objectivity for a reasonable and equitable allocation of water among co-basin states. The governing variables were normalised to reduce the governing variable of different co-basin states of a river basin on the same scale. In the absence of objective methods for evaluating the weights to be assigned to co-basin states for water allocation, a framework was also conceptualised and formulated for determination of the weightage of different co-basin states as a function of the governing variables. The water allocation to any co-basin state had been assumed to be proportional to its struggle for equity, which in turn was assumed to be a function of the normalised discontent, satisfaction, and weighting factors of each co-basin state. System dynamics was used effectively to represent and solve the proposed model formulation. The proposed model was applied to two river basins; namely, Vamsadhara and Cauvery river basin of India to test applicability and robustness for real river basins. The proposed model was successfully applied to the Vamsadhara river basin, and sensitivity analysis of the proposed model parameters was carried out to prove its robustness in terms of the proposed model convergence and validity over the broad-spectrum values of the proposed model parameters. The solution converged quickly to a final allocation of 1444 million cubic metre (MCM) in the case of the Odisha co-basin state, and 1067 MCM for the Andhra Pradesh co- basin state.
    [Show full text]
  • Inter State Agreements
    ORISSA STATE WATER PLAN 2 0 0 4 INTER STATE AGGREMENTS Orissa State Water Plan 9 INTER STATE AGREEMENTS Orissa State has inter state agreements with neighboring states of West Bengal, Jharkhand ( formerly Bihar),Chattisgarh (Formerly Madhya Pradesh) and Andhra Pradesh on Planning & Execution of Irrigation Projects. The Basin wise details of such Projects are briefly discussed below:- (i) Mahanadi Basin: Hirakud Dam Project: Hirakud Dam was completed in the year 1957 by Government of India and there was no bipartite agreement between Government of Orissa and Government of M.P. at that point of time. However the issues concerning the interest of both the states are discussed in various meetings:- Minutes of the meeting of Madhya Pradesh and ORISSA officers of Irrigation & Electricity Departments held at Pachmarhi on 15.6.73. IBB DIVERSION SCHEME: 3. Secretary, Irrigation & Power, Orissa pointed out that Madhya Pradesh is constructing a diversion weir on Ib river. This river is a source of water supply to the Orient Paper Mill at Brajrajnagar as well as to Sundergarh, a District town in Orissa State. Government of Orissa apprehends that the summer flows in Ib river will get reduced at the above two places due to diversion in Madhya Pradesh. Madhya Pradesh Officers explained that this work was taken up as a scarcity work in 1966- 77 and it is tapping a catchment of 174 Sq. miles only in Madhya Pradesh. There is no live storage and Orissa should have no apprehensions as regards the availability of flows at the aforesaid two places. It was decided that the flow data as maintained by Madhya Pradesh at the Ib weir site and by Orissa at Brajrajnagar and Sundergarh should be exchanged and studied.
    [Show full text]
  • White Paper on Natural Resources Management
    White Paper on Natural Resources Management 1. Important achievements since 2014: 1.1 After analyzing the deficiencies in Jalayagnam projects, Government adopted 3 pronged strategy - Water conservation, River Linkage including Completion of pending projects and Water Management including micro irrigation to achieve the vision of making the state drought proof and to provide water security to all its Citizens. To overcome spreading out of expenditure thinly over large number of projects taken up under Jalayagnam, Government prioritized certain projects which will realize maximum benefits with the available funds to complete them in a time bound manner. 1.2 An Expenditure of Rs.63,657.52 Crore is incurred in Water Resources Sector and irrigation facilities are provided to an extent of 32.02 Lakh acres including stabilization. 1.3 Polavaram Project: Government have given highest importance for the completion of the project, which is the lifeline of the state. Total Expenditure incurred is Rs. 15,363.79 Crores, out of which Rs. 10,227.92 Crores is incurred after 1.4.2014. Government of India reimbursed only Rs. 6,727.264 Cr. and Rs. 3500.66 Cr. is yet to be reimbursed. Works are in full swing and it is scheduled to supply water by gravity in next Khariff season. It is programmed to complete the project by 2019. 1.4 To realize early benefits of Polavaram Project, Government completed Patiseema lift Scheme and linked two major rivers Godavari and Krishna. During the last 4 crop seasons, 263 TMC of Godavari Water is diverted to Krishna. This facilitated commencement of khariff crop in Krishna delta in June itself, so that crop is completed by November, avoiding damages due to cyclones.
    [Show full text]
  • Summary Report on Water Use Efficiency Studies for 35 Irrigation Projects
    Summary Report On Water Use Efficiency Studies For 35 Irrigation Projects Organized by Performance Overview & Management Improvement Organization Central Water Commission Government of India February, 2016 1 Contents S.No TITLE Page No Prologue 3 I Abbreviations 4 II SUMMARY OF WUE STUDIES 5 ANDHRA PRADESH 1 Bhairavanthippa Project 6-7 2 Gajuladinne (Sanjeevaiah Sagar Project) 8-11 3 Gandipalem project 12-14 4 Godavari Delta System (Sir Arthur Cotton Barrage) 15-19 5 Kurnool-Cuddapah Canal System 20-22 6 Krishna Delta System(Prakasam Barrage) 23-26 7 Narayanapuram Project 27-28 8 Srisailam (Neelam Sanjeeva Reddy Sagar Project)/SRBC 29-31 9 Somsila Project 32-33 10 Tungabadhra High level Canal 34-36 11 Tungabadhra Project Low level Canal(TBP-LLC) 37-39 12 Vansadhara Project 40-41 13 Yeluru Project 42-44 ANDHRA PRADESH AND TELANGANA 14 Nagarjuna Sagar project 45-48 TELANGANA 15 Kaddam Project 49-51 16 Koli Sagar Project 52-54 17 NizamSagar Project 55-57 18 Rajolibanda Diversion Scheme 58-61 19 Sri Ram Sagar Project 62-65 20 Upper Manair Project 66-67 HARYANA 21 Augmentation Canal Project 68-71 22 Naggal Lift Irrigation Project 72-75 PUNJAB 23 Dholabaha Dam 76-78 24 Ranjit Sagar Dam 79-82 UTTAR PRADESH 25 Ahraura Dam Irrigation Project 83-84 26 Walmiki Sarovar Project 85-87 27 Matatila Dam Project 88-91 28 Naugarh Dam Irrigation Project 92-93 UTTAR PRADESH & UTTRAKHAND 29 Pilli Dam Project 94-97 UTTRAKHAND 30 East Baigul Project 98-101 BIHAR 31 Kamla Irrigation project 102-104 32 Upper Morhar Irrigation Project 105-107 33 Durgawati Irrigation
    [Show full text]
  • Mineralogy and Geochemistry of the Sediments in Rivers Along the East Coast of India: Inferences on Weathering and Provenance
    J. Earth Syst. Sci. (2021) 130:60 Ó Indian Academy of Sciences https://doi.org/10.1007/s12040-020-01551-5 (0123456789().,-volV)(0123456789().,-volV) Mineralogy and geochemistry of the sediments in rivers along the east coast of India: Inferences on weathering and provenance 1 1, 1 SHAIK SAI BABU ,VENIGALLA PURNACHANDRA RAO *, NANNAPANENI SATYASREE , 1 2 2 RAVIPATI VENKATA RAMANA ,MEKALA RAM MOHAN and SARIPOOT SAWANT 1Vignan’s Foundation for Science, Technology and Research (VFSTR), Deemed to be Vignan’s University, Vadlamudi, Guntur 522 213, India. 2CSIR-National Geophysical Research Institute, Uppal Road, Hyderabad 500 007, India. *Corresponding author. e-mail: [email protected] MS received 25 July 2020; revised 19 November 2020; accepted 25 November 2020 The clay fraction of sediments in the lower reaches of 15 rivers along the east coast of India showed high kaolinite followed by illite and smectite for the rivers dominantly draining the Archaean–Precambrian Terrain (APT), high smectite followed by illite and kaolinite for those draining the Deccan Trap Volcanic Terrain (DVT) and, high illite followed by kaolinite, smectite or chlorite for those draining through Mixed-Lithology Terrain (MLT). The CIA (Chemical Index of Alteration) and PIA (Plagioclase Index of Alteration) values, depletion of Ca, K, Na and Sr and enrichment of Al, Fe and Ti, high Rb/Sr and Th/U ratios of sediments relative to the Upper Continental Crust indicate moderate to intense chemical weathering on source rocks. The average composition of clays exhibits slight enrichment of Fe, Mg, Sc, V, Co, Cr and Ni and depletion of Nb, Zr, Hf, Y and Ta relative to the Post-Archaean average Australian Shale.
    [Show full text]
  • Central Water Commission, Ministry of Water Resources, Government
    Hkkjr ljdkj GOVERNMENT OF INDIA Tky lalk/ku ea=ky; MINISTRY OF WATER RESOURCES dsUnzh; ty vk;ksx CENTRAL WATER COMMISSION laxfBr Tky oSKkfudh; vk¡dM+k iqLrd ¼voxhZd`r unh dNkjsa½ INTEGRATED HYDROLOGICAL DATA BOOK (NON-CLASSIFIED RIVER BASINS) Tky oSKkuhdh; vkadM+++k funs’kky; HYDROLOGICAL DATA DIRECTORATE lwpuk iz.kkyh laxBu INFORMATION SYSTEM ORGANISATION ty vk;kstu ,oa ifj;kstuk Lda/k WATER PLANNING & PROJECTS WING dsUnzh; ty vk;ksx CENTRAL WATER COMMISSION flrEcj 2009 September 2009 ljdkjh iz;ksx ds fy, For Official Use laxfBr ty oSKkfudh; vk¡dM+k iqLrd ¼ voxhZd`r unh dNkjsa ½ INTEGRATED HYDROLOGICAL DATA BOOK (NON-CLASSIFIED RIVER BASINS) HYDROLOGICAL DATA DIRECTORATE INFORMATION SYSTEMS ORGANISATION WATER PLANNING & PROJECTS WING CENTRAL WATER COMMISSION NEW DELHI September 2009 List of Officers Associated with the Publication Sl. No. Name Designation 1. Sh. D.P. Mondal Advisor 2. Sh. S.K. Das Director 3. Sh. R.K. Gupta Deputy Director 4. Sh. O.P. Saini Assistant Director 5. Sh. Thakur Singh Private Secretary 6. Sh. A.B. Singh Senior Statistical Officer 7. Sh. Bhim Singh D.E.O. Gr.`B’ 8. Sh. Jagat Singh D.E.O. Gr.`B’ 9. Smt. Harinder Kaur D.E.O. Gr.`B’ 10. Sh. Gyan Chand SMO iii Abbreviations - : Anion + : Cation 0C : Degree Centigrade BCM : Billion Cubic Meter BOD : Bio-Chemical Oxygen Demand cumec : Cubic Meter per Second CWC : Central Water Commission DO : Dissolved Oxygen G : Gauge Sites GD : Gauge & Discharge sites GDQ : Gauge, Discharge and Water Quality Sites GDS : Gauge, Discharge & Sediment sites GDSQ : Gauge, Discharge, Sediment and Water Quality Sites m : Meter m.e./litre : Milli equivalent per Litre max : Maximum MCM : Million Cubic Meter mg/l : Milligram per Litre mhos/cm : Micro mhos per Centimeter min : Minimum mm : Millimeters MPN : Most Probable Number N.A.
    [Show full text]
  • Action Plan for Water Quality Management Plans-River Nagavali Along Jaykaypur to Rayagada Stretch
    EXECUTIVE SUMMARY ON PROPOSED ACTION PLANS Sl. DESCRIPTION OF ITEM Details No . 1. Name of the identified polluted river : Nagavali River and its tributaries Major Tributaries : Jhanjavati, Vegavati, Subarnamukhi 2. Is river is perennial and total length of : Perennial river. Total length the polluted river of river is 217 Km. 3. No of drains contributing to pollution : One drain in Jaykaypur to and names of major drains Rayagada stretch 4. Whether ‘River Rejuvenation : Yes. Constituted by the State ACTIONCommittee PLAN (RRC) FOR constituted RESTORATION by the Government OF POLLUTED vide letter No. State Govt./UT Administration and If 24426 dated 12.11.2018 so, Date of constitutionSTRETCH of ‘RRC’ OF 6. Major Towns on the banks of the river : Rayagada Municipality withRIVER population NAGAVALI ALONG JAYKAYPUR Population : 71,208 TO RAYAGADA UNDER PRIORITY (as per 2011 census) 7. a. TotalCATEGORY no. of existing STPsV and the : No STP has been total capacities in MLD established. b. Total MSW generation in TPA : 26 TPD (9490 TPA) c. Existing treatment and disposal : Total MSW is being disposed facilities and total capacity in the earmarked dumping yard. 8. a. Major industrial estates located with : One Industrial Estate total no. of industries With one large water intensive industries b. No of CETP’s and their treatment : Nil capacity c. Gaps in treatment of industrial : Industrial effluent are being effluent treated in captive ETPs. d. Existing HW Treatment and : Hazardous waste are either Disposal Facilities and total capacity sold to authorized hazardous with life span waste processor units or disposed in Hazardous waste pit or recycled/reused inside the industrial premises.
    [Show full text]
  • Impact of LULC Change on the Runoff, Base Flow
    J. Earth Syst. Sci. (2018) 127:19 c Indian Academy of Sciences https://doi.org/10.1007/s12040-018-0921-8 Impact of LULC change on the runoff, base flow and evapotranspiration dynamics in eastern Indian river basins during 1985–2005 using variable infiltration capacity approach Pulakesh Das1, Mukunda Dev Behera1,*, Nitesh Patidar2, Bhabagrahi Sahoo3, Poonam Tripathi1, Priti Ranjan Behera3, S K Srivastava 4, Partha Sarathi Roy5, Praveen Thakur4,SPAgrawal4 and YVNKrishnamurthy6 1Centre for Oceans, Rivers, Atmosphere and Land Sciences, Indian Institute of Technology Kharagpur, Kharagpur 721 302, India. 2Civil Engineering Department, Indian Institute of Technology Delhi, New Delhi 110 016, India. 3School of Water Resources, Indian Institute of Technology Kharagpur, Kharagpur 721 302, India. 4Indian Institute of Remote Sensing (ISRO), Dehradun 248 001, India. 5University of Hyderabad, Hyderabad 500 046, India. 6National Remote Sensing Centre, Hyderabad 500 054, India. *Corresponding author. e-mail: [email protected] MS received 28 September 2016; revised 18 July 2017; accepted 29 July 2017; published online 2 March 2018 As a catchment phenomenon, land use and land cover change (LULCC) has a great role in influencing the hydrological cycle. In this study, decadal LULC maps of 1985, 1995, 2005 and predicted-2025 of the Subarnarekha, Brahmani, Baitarani, Mahanadi and Nagavali River basins of eastern India were analyzed in the framework of the variable infiltration capacity (VIC) macro scale hydrologic model to estimate their relative consequences. The model simulation showed a decrease in ET with 0.0276% during 1985–1995, but a slight increase with 0.0097% during 1995–2005. Conversely, runoff and base flow showed an overall increasing trend with 0.0319 and 0.0041% respectively during 1985–1995.
    [Show full text]
  • Government of Andhra Pradesh Socio
    GOVERNMENT OF ANDHRA PRADESH PLANNING DEPARTMENT SOCIO ECONOMIC SURVEY 2018-19 Srikakulam Vizianagaram Visakhapatnam East Godavari West Godavari Guntur Krishna Kurnool Prakasam Anantapuramu Nellore Cuddapah Chittoor PLANNING DEPARTMENT SOCIO ECONOMIC SURVEY 2018-19 GOVERNMENT OF ANDHRA PRADESH Title_Kala.indd 1 09-07-2019 11.57.49 PM SOCIO ECONOMIC SURVEY 2018-19 i ii SOCIO ECONOMIC SURVEY 2018-19 SOCIO ECONOMIC SURVEY 2018-19 iii PREFACE At the national level, the Ministry of Finance, Government of India presents the Economic Survey in both houses of the Parliament every year, just before the Union Budget. It is the ministry’s view on the annual economic development of the country. Annual document of the Ministry of Finance, Government of India, Economic Survey, reviews the developments in the Indian economy over the previous 12 months, summarizes the performance on major development programs and highlights the policy initiatives of the government and the prospects of the economy in the short to medium term. It contains certain prescriptions that may find a place in the Union Budget which is presented a day or two later. The Government of Andhra Pradesh publishes ‘Socio- Economic Survey’ report every year and places it in both Houses of the State Legislature along with the budget documents. The report is a unique volume that captures the socio-economic changes took place in the state since the beginning of the financial year. The report essentially attempts to present the growth performance of the state economy by capturing the progress under key macro- economic aggregates and physical outcomes because of implementation of various programmes / schemes during the year 2018-19.
    [Show full text]