Journal of Research, Analysis & Development

Total Page:16

File Type:pdf, Size:1020Kb

Journal of Research, Analysis & Development S.R.S.D. Memorial Shiksha Shodh Sansthan, Agra, India JOURNAL OF RESEARCH, ANALYSIS & DEVELOPMENT A Peer Reviewed Refereed Research Journal ONLINE ISSN-2455-5835 Volume III, Issue I, February 2018, pp. 28-42 UGC Sl. No. 64525 Socio-Economic Study on Ranibahal Village near Canada Dam Abhijit Das Assistant Teacher, Kalitaganj Sarala Sundari High School Kaliaganj, Uttar Dinajpur Abstract Worldwide, dams played a key role in development of a country’s agriculture and economy. They supply water to meet industrial and domestic needs, control floods and generate power. The Massanjore Dam was built in 1956 on river Mayurakshi, located in Dumka, Jharkhand (then Bihar) servers the purpose of controlling flood, irrigation of fields in Jharkhand and supply of 4MW electricity to the state of West Bengal. The area has been experiencing soil erosion due to inadequate forest cover, denudation of forest, uncontrolled grazing. Some program of social and farm forestry were launched but have not made any significant headway. There is lot of scope of pisciculture and tourism in the reservoir area but unfortunately no initiative has been taken in this direction. The study indicates that the dam improved the socio-economic status of the area but environmentally it needs restoration and upgradation for maximum benefits in the area. Keywords: Massanjore Dam. Introdcution Ranibahal Village is situated in Dumka district. Ranibahal is a Village in Dumka Block in Dumka District of Jharkhand State, India. It is located 25 KM towards South from District headquarters Dumka. 23 KM from Purana Dumka. 260 KM from State capital Ranchi. Ranibahal Pin code is 814148 and postal head office is Raghunathpur (Dumka). Banskuli (4 KM), Sadipur (4 KM), Bilkandi (6 KM), Kumirdaha (8 KM), Masanjore (10 KM) are the nearby Villages to Ranibahal. Ranibahal is surrounded by Rajnagar Block towards South, Dumka Block towards North, Sikaripara Block towards East, Masaliya Block towards west.1 Objective: To study the socio-economic study on Ranibahal village near Massanjore. Methodology: Field survey has been done here and the specific questionnaire vis-à-vis observation method have used here. Result and Discussion: Natural division: Broadly speaking the district may be divided in to following 3 physiographic zones JRAD, Vol. III, Issue I, Feb. 2018 ONLINE ISSN-2455-5835 1) The hilly portion: It covers about 38% of the total area. It extends as a continuous chain of about 100 miles from the Ganges at Sahibganj to the southern boundary of the district. It is made up of discontinuous hilly ranges and valley and includes whole of the Damin-i- koh at the Dumka subdivision. The hills are occupied by scattered settlements. 2) The rolling county: It contains long ridges with intervening depressions. It covers of the area. 3) The flat country: It consist of a boring of low land between the Ganges and the hills. It is largely cultivated and is susceptible liable to annual inundation. Beginning at the north- west corner of the district (Tappa Manilari) it forms a narrow continuous strip of alluvial soil.2 The relict of and in the description in explanation of the land forms. A particular seeking to analyses the nature of relief, various methods have been used in drawing in some of the profiles. A number of parallel lines should be drawn on the map. Care have been taken to touch the important features profile have been drawn at an interval of two on the toposheet of the study area with the help of proper scale. All the profile drawn separately may be arranged in one column representing a serious from one and of the map to their other Map 1: Relative Relief Zone Map Map 2: Average Slop Zone Map (Base on smith’s method map no.73, p8) It is often important to relate the altitude at the highest and lowest points in only particular area that is to ascertain the amplitude at available relief. This method has been developed by G.H. smith who used the term relative relief or local relief. Relative relief is so known as amplitude at relief or local relief which present actual variation of altitude is a unit of area with respect to its local base level. In this method the topographic sheet is divided into rectangles of 5 minutes of latitude and longitude. In reach rectangle the differences between lowest and highest elevations are marked and plotted on a small scale base map. The isopleth line is drawn to depict the variations of relative heights of the map. Our study areas 4 district zone of relative relief. Socio-Economic Study on Ranibahal …. 29 | P a g e JRAD, Vol. III, Issue I, Feb. 2018 ONLINE ISSN-2455-5835 1. Low relative relief zone: This zone has an altitude of below 400. It lied in the north- western portion of the regions. 2. Moderate relative relief zone: It varies from 400-800. It covers the southern portion and small portion of northern part. 3. High relative relief zone: It amounts about 800-1200. It is situated in the middle position encircling the very high relative relief zone. 4. Very high relative relief zone: It amounts about 1200-1600. The zone is situated in the middle of the map.3 Through not pioneer in devising the method of average slope determination, went worth. C,K is the first person who devised a general and random method of determine average slope over an area from a map. He covered the contour map of the area with an east-west, north-south grid. Then he counted all contour crossing and tabulated them. Thus the average number of contour crossing per mile is obtained. The following is the formula for determine the average slop. Where N = number of average contour crossing per, mile, I = contour interval. After analysis the slop of the study area it is observed that the slop of the configuration ranging between so to above 10 degree. The isopleths map have been drawn to depict the variations in the angle of slope over the different parts of the area. The variation in slopes in different areas shown on the slope zone map. Geological Map Of The Study Area Geologically the Massanjore dam sites is situated on granitic rocks belonging to the Chhatanagpur granitite series. This is most striking in the sense that the surrounding tracts are composed of gneissic rocks. A fairly large trap dyke of basaltic rock (Rajmohal series) with a thickness the river bed. Another relatively small pagmatic vein also traverses across the river valley. This bed rocks consists of a complex assemblage of acidic and basic members traversed by a pegmatic vein. A thin layer of alluvial mainly of fluvial origin also found on the bed. Below Socio-Economic Study on Ranibahal …. 30 | P a g e JRAD, Vol. III, Issue I, Feb. 2018 ONLINE ISSN-2455-5835 this another bed of variable thickness of weathered rocks also found however in most cases fresh rocks mainly granite has been found below to10 to 20 depth. The granite of the region is found medium. They are sometimes highly jointed while massive greatest are also found in one or two places. Joints are mainly oblique and closely spaced along the right bank of the river course grained paraphyritic granite is also found. This rock contains oblique and vertical joints under microscope, it shows a unique assemblage of acid plagioclase quartz ferromagnesian minerals, orthoclase, altered hornblende, ignite and iron one. Here the individual crystals of orthoclase, hornblende and quartz are so big that can be easily identified with unaided eye. Along the control part of the main valley, trap dyke of basic rocks (Basalt and Dolerite) are exposed these are slightly weather greenish black rocks. With very fine grained in nature. This is lightly crystalline rocks under microscope the basic rocks shads on assemblage if sine to medium grained pelagic lase, cugite, hornblendes, and a little too little magnetite and garnet perhaps, this is the product of basic instruction during the period of the great have to of the Rajmahal series. It is interesting to note that such type of basic trap Dykes are also very common throughout the study area, particularly along the northern side of the study area. A well-developed pegmatite vein also found on the river bed. The pegmatite is composed of large crystal of quartz and pink fields per some crystal are found well developed. The pegmatite is well mosaic but some joint planes are also found. Like trap Dykes pegmatite veins are also very common is the entire study area. This very course texture acid rocks of plutonic origin are similar to that of the chhotonagpur region of Bihar. Under microscope, it shows relatively less perfectly, developed quartz, feldspar, mica, and hornblendes. Thus the Massanjore dam site offer geologically a unique site for the construction of a safe dam. The only weakness, geologically in the presence of oblique and vertical joints in depth. In our study area we found three types of drainage pattern. Such as trellis pattern, dendritic pattern and radial pattern. Drainage pattern refers to the particular plane or design which the individual stream courses collectively from. In the northern plant it is the trilling pattern. This pattern displays a system of sub parallel streams. In the middle part of the area we find radial pattern. Here the system diverging from a central elevated area. They developed on domes, volcanic cones and various other types of isolated comical hills. In the south western part of the study area rivers from dendritic pattern. They general slope of the area in from North West to south east.
Recommended publications
  • Eastern India Pramila Nandi
    P: ISSN NO.: 2321-290X RNI : UPBIL/2013/55327 VOL-5* ISSUE-6* February- 2018 E: ISSN NO.: 2349-980X Shrinkhla Ek Shodhparak Vaicharik Patrika Dimension of Water Released for Irrigation from Mayurakshi Irrigation Project (1985-2013), Eastern India Abstract Independent India has experienced emergence of many irrigation projects to control the river water with regulatory measures i.e. dam, barrage, embankment, canal etc. These irrigation projects were regarded as tools of development and it was thought that they will take the economy of the respective region to a higher level. Against this backdrop, the Mayurakshi Irrigation Project was initiated in 1948 with Mayurakshi as principal river and its four main tributaries namely Brahmani, Dwarka, Bakreswar and Kopai. This project aimed to supply water for irrigation to the agricultural field of the command area at the time of requirement and assured irrigation was the main agenda of this project’s commencement. In this paper the author has tried to find out the current status of the timely irrigation water supply which was the main purpose of initiation of this project. Keywords: Irrigation Projects, Regulatory Measures, Command Area, Assured Irrigation. Introduction In the post-independence period, India has shown accelerating trend in growth of irrigation projects. Following USA and other advanced economies of the time, independent India encouraged irrigation projects to ensure assured irrigation, flood control, generation of hydroelectricity. Then Prime Minister Jawhar Lal Neheru entitled the dams as temples of modern India. Mayurakshi Irrigation Project (MIP) was one of them and was Pramila Nandi launched in 1948 to serve water to the thirsty agricultural lands of one of Research Scholar, the driest district of West Bengal i.e.
    [Show full text]
  • Central Water Commission Special Flood Advisory for Odisha, Jharkhand, West Bengal 24-05-2021 at 1700 Hrs 1
    Central Water Commission Special Flood Advisory for Odisha, Jharkhand, West Bengal 24-05-2021 at 1700 hrs 1. Meteorological Situation The Cyclonic Storm ‘Yaas’ (pronounced as ‘Yass’) over Eastcentral Bay of Bengal moved northwestwards with a speed of 02 kmph during past 6 hours, and lay centred at 0830 hrs IST of today, the 24th May, 2021 over Eastcentral Bay of Bengal near latitude 16.4°N and longitude 89.6°E, about 620 km north-northwest of Port Blair (Andaman Islands), 530 km south-southeast of Paradip (Odisha), 630 km south-southeast of Balasore (Odisha) and 620 km south-southeast of Digha (West Bengal). It is very likely to move north-northwestwards, intensify further into a Severe Cyclonic Storm during next 12 hours and into a Very Severe Cyclonic Storm during subsequent 24 hours. It would continue to move north- northwestwards, intensify further and reach Northwest Bay of Bengal near north Odisha and West Bengal coasts by 26th May early morning. It is very likely to cross north Odisha-West Bengal coasts between Paradip and Sagar islands around noon of 26th May as a Very Severe Cyclonic Storm. 1.1 River Basinwise Rainfall Situation Large Excess Excess Normal Deficient Large Deficient [- No Data No [60% or more] [20% to 59%] [-19% to 19%) [-59% to -20%] 99% to -60%] [-100%) Rain Notes: a) Small figures indicate actual rainfall (mm), while bold figures indicate Normal rainfall (mm) b) Percentage departures of rainfall are shown in brackets. River Basinwise Cumulative Rainfall indicates that rainfall was Large Excess in Damodar Basin and Excess in Subarnarekha, Burhabalang, Baitarni & Brahmani and Mahanadi Sub-Basins indicating good soil moisture conditions in the Coastal and Interior Pats of Odisha, West Bengal and Jharkhand.
    [Show full text]
  • Government of Jharkhand
    GOVERNMENT OF JHARKHAND Engineer-in-Chief-cum-Member Secretary Programme Management Unit Public Disclosure Authorized State Water & Sanitation Mission Drinking Water & Sanitation Department Ranchi, Jharkhand Doranda Market (Pani Tanki Campus), Doranda, Ranchi Phone: 0651-240920, 9431171291 Public Disclosure Authorized Environmental Assessment & Environmental Management Framework For the World Bank Assisted Water Supply Project in Selected Districts of Jharkhand Public Disclosure Authorized FINAL REPORT JULY-2013 Public Disclosure Authorized ENV Developmental Assistance Systems (India) Pvt Ltd B-5/131, Indira Nagar, Lucknow- 226018 Phone: 0522-2310576/77 E-mail: [email protected], Website: www.dasindia.org Study on Environment Assessment and Environment Management Framework for The World Bank assisted water supply project in the selected Districts of Jharkhand Environmental Assessment & Environmental Management Framework for The World Bank Assisted Water Supply Project in Selected Districts of Jharkhand TABLE OF CONTENTS SECTION SUBJECT PAGE NO EXECUTIVE SUMMARY A - G CHAPTER44TU - 1U44T 1 - 6 1 INTRODUCTION44T 44T 1 1.1 BACKGROUND 1 1.2 JHARKHAND STATE WATER AND SANITATION MISSION 1 1.2.1 MAIN OBJECTS 2 1.3 SCOPE OF STUDY 2 1.4 ENVIRONMENTAL ANALYSIS 2 1.5 THE STUDY AREA 3 1.6 APPROACH & METHODOLOGY 3 1.6.1 APPROACH 3 1.6.2 METHODOLOGY 3 1.6.2.1 DATA COLLECTION AND REVIEW 3 1.6.2.2 SAMPLE HABITATIONS FOR FIELD STUDY 4 1.6.2.3 SITE VISITS 5 1.6.3 METHODS FOR DATA COLLECTION 5 1.6.4 TOOLS FOR DATA COLLECTION 5 1.6.5 CONSULTATIONS 6
    [Show full text]
  • NW-15 Final FSR Bakreswar-Mayurakhi River
    INLAND WATERWAYS AUTHORITY OF INDIA, A-13, SECTOR-1, NOIDA DIST-GAUTAM BUDHA NAGAR, UTTAR PRADESH, PIN- 201 301(UP) “FEASIBILITY REPORT ON HYDROGRAPHIC SURVEY OF BAKRESWAR-MAYURAKSHI RIVER (NW-15) (135.165KM) STARTING “FROM THE CONFLUENCE WITH DWARKA RIVER NEAR DAKHIN HIJAL VILLAGE TO MEETING WITH BAKRESWAR- MAYURAKSHI RIVER AND UPTO THE NIL NIRJAN DAM” ` SURVEY PERIOD 28.09.15 to 11.10.15 FINAL REPORT ON HYDROGRAPHICAL SURVEY OF BAKRESWAR-MAYURAKSHI RIVER, WEST BENGAL REPORT SUBMISSION DATE- 29.03.2019 SUBMITTED BY:- B.S.Geotech PVT.Ltd. 32/B, Pearabagan Bye Lane, Konnagar, Hooghly,712235 Ph: 9331419395, Email:[email protected], Web:bsgpl.in FINAL SURVEY REPORT “DETAILED HYDROGRAPHIC SURVEY IN BAKRESWAR-MAYURAKSHI RIVER , WEST BENGAL (135.165 KM)” Acknowledgement B.S.Geotech PVT.Ltd, Konnagar, Hooghly express its sincere gratitude to IWAI for awarding the work and guidance for completing this Project of detailed Hydrographic Survey and the Feasibility Report in Region-VIII (Bakreswar-Mayurakshi River) from Confluence with Dwarka River to meeting with Bakreswar-Mayurakshi River and upto the Nil Nirjan Dam (135.165 km). We would like to use this opportunity to pen down our profound gratitude and appreciations to Shri Jalaj Srivastava, IAS, Chairman, IWAI for spending their valuable time and guidance for compleing this project of “ Detailed Hydrography and Topography survey in Bakreswar-Mayurakshi River.” B.S.Geotech would also like to thanks Shri Pravir Pandey, Vice-Chairman, IA&AS. Shri Alok Ranjan, Member (Finance) and Shri S.K.Gangwar, Member (Technical). B.S.Geotech wishes to express their gratitude to Capt. Ashish Arya, Hydrographic chief, IWAI, Cdr.
    [Show full text]
  • Additional Information by PP
    APPLICATION FOR ENVIRONMENT CLEARANCE OF 500 BEDDED GOVERNMENT HOSPITAL AT Tehsil Dighi District Dumka State Jharkhand Total Built Up Area 60122.47 Sq Meter Category of Project 8(a) Building and Construction Project Project Cost Rs. 484.58 Crores Name of Project Proponent: Jharkhand State Building Construction Corporation Limited Address: 104/D, Rd Number 1, Ashok Kunj, Kadru, Ashok Nagar, Ranchi, Jharkhand 834002 Email: [email protected] Mobile: 9990416608 SUBMITTED BY OCEAO-ENVIRO MANAGEMENT SOLUTIONS (INDIA) PVT. LTD. Address: 217, 1st Floor, Judge Colony, Sector-12, Vasundhara, Ghaziabad, Uttar Pradesh-201012 From, Mr. Lalit Tibriwal (Project Proponent) The General Manager (Project) Jharkhand State Building Construction Corporation Ltd. Project Building, P.O. Dhurwa, Ranchi – 834004 Jharkhand To, The Member Secretary, State Expert Appraisal Committee, Jharkhand Subject: Submission of revised application of Environmental Clearance for 500 bedded Govt. Hospital and Medical College located at Dumka, Jharkhand. Reference: 1. MoEF&CC Gazette notification S.O 3252 (E) dated 22 December 2014.(Annexure A) 2. MoEF&CC OM F. No. 19-2/2013-IA-III dated 09th June 2015. (Annexure B) Sir, In reference to the above captioned subject, please read MoEF&CC Gazette notification S.O 3252 (E) dated 22 December 2014 Category 8(a) Column 5, Note 1; wherein industrial shed, school, college, hostel for educational institution, are exempted from Environment Clearance. In lieu to this MoEF&CC clarifies vide its OM F. No. 19-2/2013-IA-III dated 09th June 2015 that “the component of hospitals will continue to require prior Environment Clearance” In line of this we have submitted revised application Form 1, Form 1A and Conceptual Plan along with all the necessary annexure & documents considering built up area for hospital part of the project only.
    [Show full text]
  • Floodplain Planning Based on Statistical Analysis of Tilpara Barrage Discharge: a Case Study on Mayurakshi River Basin 1
    CAMINHOS DE GEOGRAFIA - revista on line http://www.seer.ufu.br/index.php/caminhosdegeografia/ Instituto de Geografia ufu ISSN 1678-6343 Programa de Pós-graduação em Geografia FLOODPLAIN PLANNING BASED ON STATISTICAL ANALYSIS OF TILPARA BARRAGE DISCHARGE: A CASE STUDY ON MAYURAKSHI RIVER BASIN 1 Vibhash Chandra Jha Department of Geography, Visva-Bharati University [email protected] Haraprasad Bairagya Department of Geography, Visva-Bharati University [email protected] ABSTRACT Floods in the West Bengal are responsible for colossal loss of human life, crops, and property. In recent years, various measures of flood control and management have been adopted. However, flooding in such rivers like Brahmani profoundly challenges flood-hazard management, because of the inadequacy of conventional data and high spatio-temporal variability of floods. To understand flood hazards and environmental change it is imperative that engineers and hydrologists utilize historical and paleoflood records to improve risk analyses as well as to estimate probable maximum flood on rivers such as these in a highly flood-prone region(Parkar,2000). The flood frequency analysis, probable peak discharge analysis, its return period analysis and floodplain zoning based on ancillary data will help better management of flood in the Mayurakshi River basin situated in the districts of Birbhum and Murshidabad. Keywords: Flood Frequency, Gamble’s Method, Return Period, Floodplain zoning. INTRODUCTION Flood is such a natural phenomenon that is uncontrollable and, to some extent, unpredictable .It seems to be strange and mysterious too. Man has been toiling for ages to control flood, but all in vain. Man must acquaint himself with the characteristics of floods if he is to control them.
    [Show full text]
  • Iii) of S.O.141 (E) Dated 15Th January 2016 of Ministry of Environment, Forest and Climate Change Notification
    GOVERNMENT OF JHARKHAND DISTRICT DUMKa District Survey Report of Minor Minerals, Dumka. Prepared in accordance with Para 7 (iii) of S.O.141 (E) Dated 15th January 2016 of Ministry of Environment, Forest and Climate Change Notification. PREPARED BY DEIAA, dumka DSR. Dumka, Jharkhand 2 DSR. Dumka, Jharkhand CONTENT Ch.No. Description Page No Forward 5 Preamble 6 1 Introduction 7 1.1 Location and Geographical Area 7 1.2 Administrative Units 10 1.3 Connectivity 10 2 Overview of mining activity in the district 13-15 3 List of Mining leases and other information in the district 16-48 3.1 List of operative stone mines in the district 17-23 3.2 List of non-operative stone mines in the district 23-29 3.3 List of Surrendered Mining Lease 30-40 3.4 Representative location of Existing Mining Leases of District (Working and 41-42 Non-Working) in Google Map 3.5 Some Probable / Future Prospecting Areas for Decorative Stone, Ornamental 43-45 Stone & Stone Chips 3.6 Information available/provided by Different Departments regarding Resources 46-48 3.7 Special Restricted Mining Areas from Tourist Places In Dumka District 49-50 4 Detail of Royalty or Revenue received in last 3 years 51-53 5 Detail of production of minor mineral in last 3 years 53 6 General profile of the District 54-61 6.1 River System 54-56 6.2 Climate 57 6.3 Geomorphology 58 6.4 Soil 59 6.5 Irrigation 60 6.6 Physiography 60 6.7 Demography 60-61 7 Forest 62-67 7.1 Forest Density 62 7.2 Flora 63-63 7.3 Fauna 67 8 Land Utilization Pattern of the District 68 9 Ground Water Scenario 69-75 9.1 Hydrogeology 69-70 9.2 Depth to water level 71-72 3 DSR.
    [Show full text]
  • Surface Runoff Estimation Using SCS-CN Method in Siddheswari River Basin, Eastern India
    Journal of Geography, Environment and Earth Science International 17(2): 1-9, 2018; Article no.JGEESI.44076 ISSN: 2454-7352 Surface Runoff Estimation Using SCS-CN Method in Siddheswari River Basin, Eastern India Hemanta Sutradhar1* 1Department of Geography, Visva-Bharati University, Bolpur (Santiniketan), India. Author’s contribution The sole author designed, analyzed, interpreted and prepared the manuscript. Article Information DOI: 10.9734/JGEESI/2018/44076 Editor(s): (1) Dr. Wen-Cheng Liu, Department of Civil and Disaster Prevention Engineering, National United University, Taiwan and Taiwan Typhoon and Flood Research Institute, National United University, Taipei, Taiwan. Reviewers: (1) Alaa Nabil El-Hazek, Benha University, Egypt. (2) Antipas T. S. Massawe, University of Dar es Salaam, Tanzania. Complete Peer review History: http://www.sciencedomain.org/review-history/26356 Received 23 June 2018 Accepted 07 September 2018 Original Research Article Published 24 September 2018 ABSTRACT The Soil Conservation Service-Curve Number (SCS-CN) method is one of indirect methods of runoff estimation developed by National Resources Conservation Service (NRSC), United States Department of Agriculture (USDA). The main objectives of the present study are to estimate surface runoff, runoff coefficient of the Siddheswari river basin using SCS-CN method and to predict hydrological scenario of the basin based on the surface runoff conditions with the aid of Remote Sensing (RS) and Geographical Information System (GIS).The result shows that the very high annual runoff found in the middle and lower catchment and high runoff concentrated in southern portion of the catchment mainly because of lack of vegetation and uncovered surface but the low runoff concentrated in the middle-northern tip of the basin due dense vegetation cover.
    [Show full text]