喀麦隆西部(中非)NdéDivision供水网络的水力参数和集水区含水层保护区评估

Roger Feumba, Kemgang Dongmo Tchouta, Jean Ghislain Tabué Youmbi, V.Y.E Mvondo, Depesquidoux I. Tchaptchet Tchato, B. N. Ngatcha
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引用次数: 1

摘要

尽管班甘特市政府多次试图恢复现有的SCANWATER设施,但喀麦隆西部的Nde分部仍面临供水问题。为了解决这一问题,我们使用Jacob和Theis方法评估了集水区含水层的可开采抽水流量及其水力特性,并使用Hoffman和Lillich方法确定了保护区。结果表明,含水层的导水率约为10-4米/秒,透射率在10-4至10-6米/秒内变化。含水层泵送流速(Q)在1.5至10.5 m3/h之间变化。在火山岩中,含水层的生产力更高(4.5≤Q≤10.5 m3/h)。污染物向含水层的转移时间从3天到56天不等,具体取决于岩石类型和地下水坡度(0.03-0.13 m/m)。此外,113624米和1123米是要实施的半径,以更好地保护地下水免受任何形式的污染物的影响。
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Assessment of Hydraulic Parameters and Protection Zones of Catchment Aquifers for Water Supply Network in Ndé Division, West-Cameroon (Central Africa)
Nde Division in West-Cameroon is facing with water supply although many attempts of restoring existing SCANWATER facilities by Bangangte Municipality. In order to address the issue, we assess the exploitable pumping flow rate of catchment aquifers and its hydraulic properties by using Jacob and Theis method, and define protection zones with Hoffman and Lillich method. It emerges that the hydraulic conductivity of aquifer is in the order of 10-4 m/sec, transmissivity varies from 10-4 to 10-6 m2/sec. Aquifer pumping flow rate (Q) varies between 1.5 and 10.5 m3/h. In volcanic rocks, aquifer is more productive (4.5 ≤ Q ≤ 10.5 m3/h). Transfer time of pollutants to aquifer varies from 3 to 56 days depending on rock-types and groundwater slope (0.03 - 0.13 m/m). Furthermore, 113,624 m and 1123 m are radius to be implemented for a better protection of groundwater against any form of pollutant.
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