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CH-HW-IN-Check Dam for Vamarapuram River, Trivandrum-Rev00-Feb17

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CH-HW-IN-Check Dam for Vamarapuram River, Trivandrum-Rev00-Feb17 CASE HISTORY Rev 00, Issue date 08.02.17 CHECK DAM FOR VAMANAPURAM RIVER TRIVANDRUM, KERALA, INDIA HYDRAULIC WORKS Product: Gabions and MacLine GCL Problem The Suryakanthi pump house with infiltration gallery is located at Chettachal in Vamanapuram river. The water pumped from this source is utilized for the drinking water and irrigation needs of Peringamala panchayath, Trivandrum. In summer the water level and base flow gets confined to the central portion of the river thereby reducing the recharging capacity in the infiltration gallery considerably and resulting in only intermittent functioning of the pump house. This adversely was affecting the water needs of Peringamala Panchayat dependent on this source . Solution The Irrigation department, Govt of Kerala, India decided to construct a check dam across Vamanapuram river in the Photo 1 : Construction of Check dam using Gabions and GCL downstream location of the infiltration gallery. The main purpose was 1) to head up the water upstream of the check dam and thereby improve the recharging capacity in the infiltration gallery and ensure minimum head required for operating of the pump house. 2) to recharge the ground water table and to recoup the water level in the nearby wells adjacent to the structure and solve the problem of water scarcity during dry seasons 3) to trap sand in the sand mined location upstream of the structure and thereby bring back the geomorphology of the river to the original river bed profile One of the specific requirement of the client was to have an innovative, eco-friendly and cost effective solution. The proposal finalised was by replacing the concrete structure with Gabion wall with Geosynthetic Clay Liner across the central portion of the Gabion structure. The Gabion wall provided flexibility to the structure and MacLine GCL NL20 functioned as an impermeable membrane preventing water percolation through the check dam. The GCL was sandwiched between Gabion walls to check the seepage. After completion of the check dam the intended purposes Photo 2 : Macline GCL placed in between Gabions were met. The local soil moisture profile and ground water recharge improved considerably. The water shed structure improved the water level in the nearby wells adjacent to the structure. Also there was adequate suction head in the infiltration gallery for pumping and meeting the needs of the Peringamala panchayath during the severe drought period of 2016. This is one of the first works wherein GCL has been used as the impermeable layer replacing other measures conventionally adopted. Client: IRRIGATION DEPARTMENT, KERALA Main contractor: SAM DAVID CONTRACTORS, KERALA Designer: MACCAFERRI ENVIRONMENTAL SOLUTIONS Products used: GABIONS, MACLINE GCL NL20 Date of construction Photo 3 : GCL terminated inside concrete WORK COMPLETED IN DECEMBER 2016 Cross section of 2m high Check dam and protection works Photo 5 : Completed structure with the infiltration gallery in the upstream side (GCL working efficiently with out seepage through the structure) Photo 6 : Photograph of the completed structure © 2017reserved.rights enforce will Copyright. AllMaccaferri. Maccaferri Maccaferri Environmental Solutions Pvt. Ltd. Unit no. 403-409, Fourth Floor, Suncity Success Tower, Golf Course Ext. Road, Gurgaon – 122 005 T: + 91- 124 - 284 1400 F: + 91- 124 - 284 1444 E: [email protected] www.maccaferri.com/in .
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