首页> 外文会议>International Conference on Water and Environment(WE-2003); 20031215-18; Bhopal(IN) >Estimation Of Groundwater Recharge By Soil Moisture Modelling
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Estimation Of Groundwater Recharge By Soil Moisture Modelling

机译:通过土壤水分模拟估算地下水补给量

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In this paper, groundwater recharge is estimated using soil moisture modelling of unsaturated zone, which considers the subsurface flow component along with the evapotranspiration from the crop or actual evaporation from soil and vegetative covers. The subsurface flow component is represented using one-dimensional Richards equation with root water uptake as the evapotranspiration from crop. The root water uptake is calculated considering the crop coefficient, potential evaporation, and soil moisture available at different depth and the distribution of the root density along the root zone depth. Conceptualizing the unsaturated zone depth as a vertical soil column comprised of number of cells, in which flow calculated using Darcy's law for the unsaturated flow from one cell to another takes place in accordance with the gradient of the suction head. The unsaturated hydraulic conductivity in such case is computed at the cell face. A strongly implicit finite-difference procedure is used to solve the subsurface flow equation with the suitable initial and boundary conditions. The model is used to simulate a single soil column having sandy loam soil in Jammu (J & K). Groundwater recharge is estimated for one complete crop year with daily rainfall and pan evaporation data of Jammu. Evapotranspiration accounted for 36 % of the total water applied (irrigation plus rainfall) whereas 12 % contributed to wards change in soil moisture storage and remaining 52 % is the recharge below the root zone.
机译:在本文中,使用非饱和区的土壤水分模型估算了地下水的补给量,该模型考虑了地下流分量以及作物的蒸散量或土壤和植物覆盖物的实际蒸发量。利用一维理查兹方程表示地下水分流,其中根系水分的吸收是作物的蒸散量。计算根系吸水量时要考虑作物系数,潜在蒸发量和在不同深度可获得的土壤水分以及根系密度沿根区深度的分布。将非饱和带深度概念化为由多个单元组成的垂直土壤柱,其中根据吸头的坡度,使用达西定律计算的从一个单元到另一个单元的非饱和流的流动发生。在这种情况下,不饱和水力传导率是在孔面上计算的。使用强隐式有限差分程序来求解具有合适初始条件和边界条件的地下流动方程。该模型用于模拟在查mu(J&K)中有沙壤土的单个土柱。根据查mu的每日降雨量和蒸发皿蒸发量,估计一整年的地下水补给量。蒸散量占灌溉用水总量的36%(灌溉加降雨),而12%的水分促成了病房变化,其余52%是根区以下的补给。

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