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Groundwater Flow Modeling Of Vattigudipadu Watershed, Krishna District, Andhra Pradesh, India

机译:印度安得拉邦克里希纳区Vattigudipadu流域的地下水流模拟

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Vattigudipadu watershed is in Agiripalli Mandal covering an area of 11.25 km~2. The area is formed with Gollapalli Sandstones and situated near Nuzvid, Krishna district, Andhra Pradesh, India. Ground Water Department, Government of Andhra Pradesh measured daily rainfall, pan evaporation and number of observation wells was monitored for water levels at Vattigudipadu Hydrometeorological station. The ground water flow model was constructed using Visual MODFLOW. The study area is divided into block centered finite grid of squares. The ground water flow system was simulated as two-layered aquifer system. The water levels of June 1982 are considered for steady state condition. The water table was computed at all node points. The computed values of water table were compared with those of the observed in the field. The initial values of recharge and permeability used in the model were adjusted to obtain a reasonable match of computed and observed water levels at observation wells during the process of calibration. The same model has been used for transient calibration from June 1982 to June 1992 by dividing the time period of simulation into 63 stress periods. The well hydrograph of the most of the observation wells are found matching closely with the computed hydrograph in the Transient state. From Water balancing in steady state the recharge, outflow and draft were of 5.39m.c.m, 0.53m.c.m and 4.86m.c.m (million cubic meter) respectively. From the transient state condition it is observed that there will be decrease in ground water storage, as there was a continuous exploitation of ground water.
机译:Vattigudipadu分水岭位于Agiripalli Mandal,面积11.25 km〜2。该地区由Gollapalli砂岩形成,位于印度安得拉邦克里希纳区Nuzvid附近。安得拉邦政府地下水部门测量了每日降雨量,锅蒸发量,并监测了瓦蒂古迪帕杜水文气象站的观测井的水位。地下水流模型是使用Visual MODFLOW构建的。研究区域分为以块为中心的有限正方形网格。地下水流系统模拟为两层含水层系统。考虑到1982年6月的水位处于稳定状态。地下水位是在所有节点上计算的。将地下水位的计算值与现场观察到的值进行比较。调整模型中使用的补给量和渗透率的初始值,以在校准过程中获得观测井水位和观测水位的合理匹配。从1982年6月到1992年6月,通过将模拟的时间段划分为63个应力周期,使用了相同的模型进行瞬态校准。发现大多数观测井的水位图与瞬态的计算水位图非常匹配。从稳态的水平衡来看,补给,流出和吃水分别为5.39m.c.m,0.53m.c.m和4.86m.c.m(百万立方米)。从瞬态状态可以看出,由于不断开采地下水,地下水的储量将减少。

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