Groundwater modeling of the Silala basin and impacts of channelization

被引:6
|
作者
Taylor, Adam [1 ,3 ]
Peach, Denis [2 ]
机构
[1] Groundwater Modelling Solut Ltd, Shrewsbury, Shrops, England
[2] Denis Peach Consulting Ltd, Nottingham, England
[3] Groundwater Modelling Solut Ltd, Kingsland House, 39 Abbey Foregate, Shrewsbury SY2 6BL, Shrops, England
来源
WILEY INTERDISCIPLINARY REVIEWS-WATER | 2024年 / 11卷 / 01期
关键词
Chile; groundwater; hydrogeology; model; Silala;
D O I
10.1002/wat2.1662
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
A key issue in the legal case before the International Court of Justice between Bolivia and Chile concerned artificial channels in the headwater wetlands of the Silala River in Bolivia, and their impact on the river and groundwater flow rates across the international border into Chile. In pleadings before the Court, Bolivia had claimed up to 40% changes in river flow, whereas Chile had maintained that these were much smaller. This paper reviews construction of a numerical groundwater model to quantify this impact, based on the hydrogeological conceptual model presented earlier in this volume. The groundwater model domain covers the Silala River topographical catchment, plus three adjacent closed (endorheic) topographical catchments to the northeast, which together form the groundwater catchment of the Silala River. The geometry was based on a 3D geological model, constructed based on knowledge gained from several geological mapping investigations. Surface water flows were simulated within a margin of error less than the range of uncertainty associated with the flow measurements. The resulting calibrated groundwater model was used to simulate scenarios corresponding to (a) the removal of channels in the Bolivian wetlands and (b) backfilling of the channels and a small increase in ground elevation (postulated by Bolivia due to long term peat accumulation). The results of these scenarios indicate that the measures would result in a small reduction to the surface water flow over the border to Chile; for Scenario A less than 1% change in surface flows, and for Scenario B less than 3%.This article is categorized under:Human Water > Rights to WaterScience of Water > Hydrological ProcessesHuman Water > Water Governance
引用
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页数:31
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