首页> 外文期刊>Open Journal of Modern Hydrology >Modelling Estimation of the Available Rainwater Resource in Gbédji-Kotovi Clay Area for Supplying Dikes and Dams
【24h】

Modelling Estimation of the Available Rainwater Resource in Gbédji-Kotovi Clay Area for Supplying Dikes and Dams

机译:GBÉDJI-KOTOVI粘土区供应堤坝和水坝可用雨水资源的建模估算

获取原文
       

摘要

Floods and flows data areuseful for dimensioning of dikes and dams which often include evacuationdevices that regulate flows to ensure the volumes of water. The objective ofthis study is to estimate the available water resource in the village ofGbédji-Kotovi, located in the watershed of Couffo river in Benin by usingsequentially, the HBV (Hydrologiska Byrans Vattenbalansavdelning) and GR4J(Rural Engineering model with 4 daily parameters) climate models.Hydrographs of water levels are simulated according to the calibration period(1994-1999) different from the validation one (1982-1988). Considering the Nash-Sutcliffe model Efficiency coefficient (NSE),the performance of GR4J model during calibration is slightly higher than theperformance of the HBV model, while during the validation, the contrary isnoticed. The annual rainfall average simulated is 1117.7 mm/year while the average observed is 1104.6 mm/year over the period 1981-2005. By 2050, onone hand, the annual flow ratevalues will vary from -19.2 to -11.9%, while the actualevapotranspiration willvary between 0.5 and -5.8; on another hand, thepotential evapotranspiration and the annual precipitation remain constant. Anaverage flow of 187 millions m~(3)/year forannual average water depth of 1094 mm is obtained at Lanta rain station, whichcovers an area of 1664.47 km~(2), while this flow enabled an averageflow of 327.5 millons m~(3)/year to be obtained at thevirtual station of our study area of 2908.15 km~(2). The flow rates corresponding tothe return periods of 10, 25 and 50 years vary from 5.51 to 12.67 m~(3)/sat the outlet of the virtual station; while those at the outletof Lanta station vary from 3.6 to 6.6 m~(3)/s. However, the simulatedwater quantiles cannot be fully mobilized; becauseof the uses, they undergo upstream and downstream. Thus, Gbédji-Kotovi localityrequires the implementation of an integrated water resource management strategythat includes the construction of dikes and dams.
机译:洪水和流量数据充分利用堤防和水坝的尺寸,这些堤坝和水坝通常包括调节流动的疏散设备,以确保水量。本研究的目的是估算谷翼村村的可用水资源,位于贝宁的Couffo-Kotovi的流域,通过顺序,HBV(Hydromiska Byrans Vattenbalansavdeling)和GR4J(农村工程模型具有4个每日参数)气候模型根据验证(1982-1988)的校准时间(1994-1999)模拟水位的副照片。考虑到NASH-SUTCLIFFE模型效率系数(NSE),校准过程中GR4J模型的性能略高于HBV模型的可表现,而在验证期间,相反的是无意义的。年降雨平均水平为1117.7毫米/年,而观察到的平均值是1981 - 2005年期间的1104.6毫米/年。到2050年,每年的手,年度流量值将从-19.2到-11.9%变化,而实际的伸展剂截污在0.5和-5.8之间;在另一只手上,“势蒸汽”和年降水量保持不变。 187百万米〜(3)/年的anaverage流量在兰达雨站获得1094毫米的不列金平均水深,该流量为1664.47 km〜(2),而这一流动使平均流量为327.5毫米m〜(3在我们的2908.15公里〜(2)研究区thevirtual站获得)/年。流速相应的返回时间为10,25和50岁,从5.51到12.67 m〜(3)/坐在虚拟站的出口;虽然兰达站在兰塔站的那些在3.6到6.6 m〜(3)/ s之间变化。但是,模拟水位不能完全动员;由于使用,它们会在上游和下游进行。因此,Gbédji-kotovi地点核准综合水资源管理策略的实施包括堤坝和水坝的建设。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号