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SUSTAINABLE WATER SUPPLY PLAN-2040 FOR LUCKNOW CITY

机译:勒克瑙市2040年可持续供水计划

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The municipal water supply situation in Lucknow is considerably better because of the availability of local groundwater resources from the perspectives of resource availability, financial sustainability, but environmental benefits, yet is mostly taken for granted and not taken fully into consideration in technical and financial water supply planning. Shifting groundwater supply (from existing 47.90 % to 25%) to surface water supply (increased from existing 52.10 % to 75%) means demand of 1001 MLD surface water by 2040 from current 575 MLD (2014), a gap of 426 MLD has to come from augmenting Gomti river flows by canal systems off- taking from Sarda and Ghagra rivers to guarantee the availability of 500 MLD surface water additionally in all seasons for existing and new proposed Water Works. This paper explores merit and demerit of various options to augment Gomti river flows namely- (i) lifting of water from Ganga river at Lav-Kush barrage Kanpur, 80 km away; (ii) pumping water from Ghagra river at Elgin bridge Barabanki,60 km away; (iii) lifting water from Sarda Sahayak Feeder at km 65 to Kheri branch (11km pipe) through Munderi escape to Gond-Sarayan (tributaries) to Gomti river, (iv) lifting water from SS Feeder km 104.0 (27 km pipe) connecting Ateria escape of Kheri branch to Gomti river; and (v) by gravity flow connecting SSF km 140.78 by 20km pipe line directly to Gomti river, near bridge at Lucknow-Sitapur Ring Road. Gomti River as analyzed in option (v) and UP Jal Nigam have been directed to prepare DPR for upcoming Water Works at Alambagh and Indira Nagar.
机译:勒克瑙市的市政供水情况要好得多,因为从资源可获得性,财务可持续性的角度来看,当地地下水资源的可获得性,但是环境效益却是理所当然的,在技术和财务供水中并未得到充分考虑规划。将地下水供应量(从现有的47.90%降低到25%)从地表水供应(从现有的52.10%增加到75%)意味着到2040年,目前的575 MLD(2014年)对1001 MLD地表水的需求,差距为426 MLD来自萨尔达河和加格拉河的渠道增加了Gomti河的流量,以保证在所有季节中,现有和拟议的自来水厂都能额外获得500 MLD地表水。本文探讨了增加Gomti河流量的各种选择的优点和缺点,即-(i)在80公里以外的Lav-Kush堰坎普尔从Ganga河中抽水; (ii)在60公里外的Elgin大桥Barabanki的Ghagra河中抽水; (iii)从Sarda Sahayak支线以65公里的距离将水通过Munderi逃逸至Kheri支路(11公里的管道),再经过Gond-Sarayan(支路)到Gomti河;(iv)从SS支线以104.0公里(27公里的管道)向Ateria连接Kheri分支逃到Gomti河; (v)通过重力流将SSF km 140.78 x 20km的管道直接连接到Gomti河,靠近勒克瑙-西塔普环城公路的桥梁。在选项(v)中分析的Gomti河和UP Jal Nigam被指示为即将在Alambagh和Indira Nagar进行的水厂进行DPR的准备。

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