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Pitfalls in application of the conventional chloride mass balance (CMB) in karst aquifers and use of the generalised CMB method

机译:在喀斯特含水层中应用常规氯化物质量平衡(CMB)的陷阱和广义CMB方法的使用

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There is unanimity in the literature that chloride mass flux crossing the piezometric surface requires a steady-state for the saturated or unsaturated version of the conventional chloride mass balance (CMB) method to apply. Data indicate that chloride concentration in point recharge fluxes crossing the piezometric surface can remain at or near surface runoff chloride concentrations, rather than finding equilibrium with groundwater chloride. Preferential groundwater flows were observed through an interconnected network of highly permeable zones with groundwater mixing along flow paths. Measurements of salinity and chloride indicated that fresher water pockets exist at point recharge locations. A stable and measurable fresh water plume develops only when a large quantity of surface water enters the aquifer as a point recharge. In such circumstances, assumptions and boundary conditions of the conventional CMB method are not met, and the method requires modification to include both point and diffuse recharge mechanisms. This paper describes a generalised CMB that is applicable to groundwater basins with point recharge. In three case studies, point recharge flux is estimated to contribute 63, 85, and 98 % of total recharge. However, long-term average annual point recharge volumes are much smaller than the aquifer storage, at 1.5, 1.95, and 0.75 % and distributed across the basins at discrete locations. In the study basins, conventional CMB-estimated recharges are 46, 20, and 11 % of the recharge estimated using the generalised CMB, indicating the importance of accommodating point recharge into the CMB method. The generalised CMB method provides an alternative long-term net recharge estimation method for groundwater basins characterised by both point and diffuse recharge.
机译:文献中一致认为,要通过传统的氯化物质量平衡(CMB)方法,饱和或不饱和形式的氯化物质量通量穿过测压表面需要稳定状态。数据表明,穿过测压表面的点补给通量中的氯化物浓度可以保持在表面径流氯化物浓度或附近,而不是与地下水氯化物达到平衡。通过高渗透性区域相互连接的网络观察到了优先的地下水流,地下水沿流动路径混合。盐度和氯化物的测量表明,在补给点处存在较淡的水袋。只有当大量的地表水作为补给点进入含水层时,才会形成稳定且可测量的淡水羽流。在这种情况下,无法满足常规CMB方法的假设和边界条件,并且需要对方法进行修改以同时包含点和扩散补给机制。本文介绍了适用于带点补给的地下水盆地的广义CMB。在三个案例研究中,估计点充电通量占总充电量的63%,85%和98%。但是,长期平均年点补给量远小于含水层的蓄水量,分别为1.5%,1.95%和0.75%,并且分布在各个位置的盆地中。在研究盆地中,常规的CMB估算补给量是使用广义CMB估算出的补给量的46%,20%和11%,这表明将点补给量纳入CMB方法很重要。广义的CMB方法为以点状和扩散性补给为特征的地下水盆地提供了另一种长期净补给估算方法。

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