Chief Engineer (Yamuna) Okhla, New Delhi- 110 025
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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 ................................................................................................... 14 2.5 ENERGY REQUIREMENT .................................................................................................. 14 2.6 GENERATION OF SOLID AND LIQUID WASTE ................................................................. 14 2.7 FACILITIES AT PROJECT SITE............................................................................................ 14 2.8 CONSTRUCTION SCHEDULE ............................................................................................ 14 2.9 PROJECT COST ESTIMATE ............................................................................................... 14 3. ANALYSIS OF ALTERNATIVES .................................................................................................. 16 4. ENVIRONMENTAL AND SOCIAL ASPECTS ............................................................................... 16 4.1 PHYSICAL FEATURE ......................................................................................................... 16 4.2 TOPOGRAPHY AND GEOGRAPHY .................................................................................... 16 4.3 CLIMATIC CONDITION ..................................................................................................... 16 4.4 LAND USE PATTERN ........................................................................................................ 17 4.5 GEOLOGY ........................................................................................................................ 18 4.6 SEISMICITY AND EARTHQUAKE ...................................................................................... 18 4.7 DRAINAGE ....................................................................................................................... 19 5.1 RIVER SYSTEM ................................................................................................................. 19 5.2 HYDROGEOLOGY ............................................................................................................. 19 6.1 FLORA AND FAUNA ......................................................................................................... 20 6.2 DEMOGRAPHIC PROFILE ................................................................................................. 21 6.3 ADMINISTRATIVE SET UP ................................................................................................ 21 Page Irrigation and Water Resource Department, Uttar Pradesh PRE-FEASIBILITY REPORT 7. PROJECT BENEFITS ................................................................................................................. 22 8. CONCLUSION ......................................................................................................................... 22 Table of Table Table 2-1 Salient Features of the Project ........................................................................................ 8 Table 2-2: Land Requirement ........................................................................................................ 13 Table 2-3: Detail of Material Requirement ................................................................................... 13 Table 2-4: Break-up of the Project Cost ........................................................................................ 15 Table 4-1: Climatology of the district ............................................................................................ 17 Table 4-2: Land use Pattern ........................................................................................................... 18 Table of Figure Figure 1-1: Location and accessibility of the Project Site ................................................................ 6 Figure 1-2: Location of Rubber dam on google earth ..................................................................... 7 Page | Irrigation and water resource Department, Uttar Pradesh PRE-FEASIBILITY REPORT 1 INTRODUCTION AND PROJECT BACKGROUND 1.1 INTRODUCTION Agra is an important historical city of India situated on the right bank of the river Yamuna. A large number of rich monuments in the city untold the medieval period. The place is a great attraction not only to scholarly but in a very large measure to the tourists from all parts of the world. Thus Agra has developed in to one of the most important tourist centres of the country. The Taj Mahal is the focal point which is daily visited by several thousand people from all walks of life from the whole world. The idea of beautifying the surroundings of the Taj is under consideration from a long time. Water front is always fascinating. Hence, there has been a proposal to create a lake by constructing a low height rubber dam on river Yamuna, 1.5 km down stream of Tajmahal. Construction of Rubber dam for the creation of water front at Taj is essential to restore the beauty of Taj as it was in ancient Mughal Period. The construction of Rubber dam at 1.5Km downstream of rubber dam will not only improve the Taj Mahal area from aesthetic point of view but will also facilitate the navigation on National waterway no 110. After the construction of Rubber Dam, the environment of nearby area will improve significantly. The ground water level is also likely to go up. Due to ponding acquaintance will develop and the humidity of the atmosphere is expected to increase, which will decrease the dryness and hotness of atmosphere resulting in major improvement of Taj Trapezium area. The main object of this project is to create storage of water at all the time in Dry River upto the level of 146.00 m , Improvement of the ground water level in Agra, valued or non-valued navigation through river routes reducing the pressure on other mode of transport. 1.2 BACKGROUND The river Yamuna originates from Yamunotri Glacier in the lower Himalayas. The river with its total flow length of 1376 km, travels through number of historical, religious and big cities like Saharanpur, Delhi, Vrindavan, Mathura, Agra, Kanpur, Hamirpur and merges into river Ganga at Allahabad. The Agra city situated on the right bank of river Yamuna, is on the most important tourist and pilgrimage centre of the country and have a large number of monuments in the catchment down stream of Okhla Barrage. All the water available in Yamuna River is diverted into the canal from Hathnikund Barrage at U.P. border. From downstream of Hathnikund Barrage, water released to Okhla Barrage i.e. diverted in Agra Canal for irrigation purpose of Haryana, U.P. and for B.T.P.S/NTPC Delhi/ Faridabad and specified quantity of water release in downstream of Yamuna river for Gokul Page Irrigation and Water Resource Department, Uttar Pradesh PRE-FEASIBILITY REPORT Barrage at Mathura, which is supplied as drinking water Mathura city. Resulting is that, from downstream of Gokul Barrage to downstream of Taj Mahal, the general hydrology shows that during lean period river has low discharge as practically NIL to few thousands cusecs at different locations and in monsoon period. In monsoon water varies from 1.00 lac to 3.50 lacs cusecs, it reveals that the river carries inadequate discharge during monsoon from July to October months. Hence there has been a proposal to create a lake by constructing a low height Rubber dam for the purpose of beautification, raising of ground water level and navigation route. Honourable Chief minister, Uttar Pradesh Government has announced to construct a Rubber dam on river Yamuna at 1.5 Km Downstream of Taj Mahal on 26.10.2017. (Announcement No. YAL-18/2017 Sl. No. GH11Y000040). Since it was demanded by various Jan Pratinidhi and recommended by various committee since long time. After that a Detail Project Report has been prepared costing Rs. 413.34 crore. The Project has been approved by Departmental Chief Engineers Committee. The Proposed Length of Rubber dam is 386 m. The 6 bay and 2 navigation bay is proposed in 386 m length of Rubber dam. As Yamuna River from Delhi to Prayagraj