Center for Water Research, College of Engineering, Peking University, Beijing 100871, China.
Environ Manage. 2013 Jun;51(6):1109-25. doi: 10.1007/s00267-013-0037-5. Epub 2013 Apr 20.
Land subsidence caused by extensive groundwater pumping has become a factor which cannot be ignored in the sustainable exploitation of groundwater resources. The Hangzhou-Jiaxing-Huzhou Plain is one of the locations with China's most severe land subsidence problems; the region has experienced dramatic land subsidence since the 1960s. Historical records of groundwater extraction, hydraulic head, and land subsidence show the latter to be the result of continual and excessive extraction of groundwater from deep confined aquifers. This study reconstructs land subsidence using an integrated regional groundwater flow and land subsidence model. The model is calibrated using land subsidence and groundwater level measurements from 1996 to 2007. Simulation results reproduce the cones of depression for groundwater heads and nadirs of land subsidence reasonably well. The calibrated model is used to evaluate the efficacy of land subsidence prevention plans from 2008 to 2010, and to predict future land subsidence over the next decade considering several groundwater exploitation scenarios. The results show the main cause of land subsidence to be inelastic compaction of the aquifer system resulting from continuously declining water levels. The model reveals that while the area of land subsidence will continue to extend, the rate of this extension may be significantly decreased by reduction of groundwater extraction. If the current land subsidence prevention and reclamation plans are continued and surface water diversion projects implemented, though land subsidence cannot be halted, the rate at which it is occurring can be effectively reduced.
由于大规模地下水开采导致的地面沉降已成为不可忽视的因素,影响了地下水资源的可持续开发。杭嘉湖平原是中国地面沉降问题最严重的地区之一,自 20 世纪 60 年代以来,该地区地面沉降十分剧烈。地下水开采、水力水头和地面沉降的历史记录表明,后者是深层承压含水层持续过度开采地下水的结果。本研究利用综合区域地下水流动和地面沉降模型来重建地面沉降。该模型通过 1996 年至 2007 年的地面沉降和地下水水位测量数据进行了校准。模拟结果合理地再现了地下水水头的降落漏斗和地面沉降的最低点。经过校准的模型用于评估 2008 年至 2010 年地面沉降防治计划的效果,并考虑几种地下水开采情景,预测未来十年的地面沉降情况。结果表明,地面沉降的主要原因是含水层系统的弹性压实,这是由于水位持续下降所致。该模型表明,虽然地面沉降的面积将继续扩大,但通过减少地下水开采,沉降扩展的速度可能会显著降低。如果继续实施现有的地面沉降防治和复垦计划,并实施地表水引水工程,尽管不能阻止地面沉降,但可以有效降低其发生速度。