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首页> 外文期刊>Perspectives in Science >Interlinking feasibility of five river basins of Rajasthan in India
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Interlinking feasibility of five river basins of Rajasthan in India

机译:印度拉贾斯坦邦五个流域的互连可行性

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Summary The increasing population and large scale growth with the development of modern science and technology has indicated very high stress on water sector in Rajasthan in India. Availability of water and uniformity of rainfall distribution is changing day by day due to shifting of monsoon in Rajasthan. The spatial and temporal variations in the rainfall in different river basins in Rajasthan are drastic due to which flood situation arises in the tributaries of Chambal river basin every year. Simultaneously on the other hand drought situation arises in the other different places in the most of the river basins which are also under dark zone. In totality natural water resources are also limited in Rajasthan so there is an urgent need for its proper planning, development and management of the available water duly taking care of environmental, ecological, socio-economic aspects and their inter-relationships. Annual surplus water of about 1437 MCM in the river Chambal is going waste and ultimately reaches to sea after creating flood situations in various places in India including Rajasthan, while on the other hand 1077 MCM water is a requirement in the four other basins in Rajasthan i.e. Banas, Banganga, Gambhir and Parbati at 75% dependability. Interlinking and water transfer from Chambal to these four river basins is the prime solution for which 372 km link channel including 9 km tunnel of design capacity of 300 cumec with 64 m lift is required.
机译:结束语随着现代科学技术的发展,人口的增加和大规模的增长表明印度拉贾斯坦邦的水部门承受着巨大的压力。由于拉贾斯坦邦季风的转移,水的可用性和降雨分布的均匀性每天都在变化。拉贾斯坦邦不同流域降雨的时空变化剧烈,原因是每年在尚巴尔流域的支流中都会出现洪灾情况。另一方面,在大多数流域的其他不同地区也处于干旱状态,这些地区也处于暗区。总体而言,拉贾斯坦邦的自然水资源也很有限,因此迫切需要适当地规划,开发和管理可用水资源,同时适当考虑环境,生态,社会经济方面及其相互关系。在印度包括拉贾斯坦邦在内的许多地方造成洪灾之后,尚巴拉河中约有1437 MCM的年度过剩水被浪费掉,最终流向大海,而另一方面,拉贾斯坦邦的其他四个流域也需要1077 MCM的水,即Banas,Banganga,Gambhir和Parbati的可信度为75%。从昌巴尔到这四个流域的互连和输水是主要解决方案,为此需要372公里的连接河道,其中包括9公里的隧道,设计能力为300立方公尺,扬程64 m。

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