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contributor authorXi Chen
contributor authorZhi-Cai Zhang
contributor authorXin-Nan Zhang
contributor authorYong-Qin Chen
contributor authorMing-Kai Qian
contributor authorShun-Feng Peng
date accessioned2017-05-08T21:24:20Z
date available2017-05-08T21:24:20Z
date copyrightMay 2008
date issued2008
identifier other%28asce%291084-0699%282008%2913%3A5%28333%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50188
description abstractEstimation of water fluxes, such as groundwater recharge and loss, is vital for water resources assessment and planning. In this study, lysimeter measurements at the Wudaogou Hydrological Experiment Station in the Huaihe River plain region are used for analyzing characteristics of groundwater recharge from precipitation and groundwater loss due to evapotranspiration. A multilayer soil moisture model integrating water fluxes between vegetation, soil, and aquifer is used for simulating soil moisture dynamics and groundwater recharge and loss. The model is calibrated against observed soil moisture content from 1994 to 2000. Model validation is conducted by comparing model simulated groundwater recharge and loss with the corresponding lysimeter-measured values. Statistical results from lysimeter measurements reveal influences of vegetation, depth to groundwater, and soil moisture content on groundwater recharge and loss. Modeling results prove that the model is able to reliably simulate soil moisture content and water fluxes. Water budget analysis shows that the multiyear mean of groundwater recharge is approximately 25% of the mean of potential evapotranspiration and the multiyear mean groundwater evapotranspiration loss is 22% of the precipitation amount.
publisherAmerican Society of Civil Engineers
titleEstimation of Groundwater Recharge from Precipitation and Evapotranspiration by Lysimeter Measurement and Soil Moisture Model
typeJournal Paper
journal volume13
journal issue5
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)1084-0699(2008)13:5(333)
treeJournal of Hydrologic Engineering:;2008:;Volume ( 013 ):;issue: 005
contenttypeFulltext


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