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41#
發(fā)表于 2025-3-28 18:09:28 | 只看該作者
Overview of the Hydrogeology of Hard Rock Aquifers: Applications for their Survey, Management, Modepe, etc.). Their groundwater resources are modest in terms of available discharge per well (from less than 2-3 m./h up to 20 m./h), compared to those in other types of aquifers (sedimentary, karstic or volcanic aquifers). They are, however, geographically widespread and therefore well suited to scat
42#
發(fā)表于 2025-3-28 22:01:02 | 只看該作者
43#
發(fā)表于 2025-3-29 00:01:01 | 只看該作者
44#
發(fā)表于 2025-3-29 05:39:58 | 只看該作者
45#
發(fā)表于 2025-3-29 08:15:08 | 只看該作者
Analyses of Aquifer Parameters from Different Hydraulic Tests and Their Scale Effect,uddenly added or removed from the well. However one limitation of conducting slug tests in this manner is that if the tests are being conducted for environmental monitoring purposes it is not advisable to inject or take out a certain volume of water in the well as it may disturb the ambient water qu
46#
發(fā)表于 2025-3-29 13:08:50 | 只看該作者
47#
發(fā)表于 2025-3-29 18:26:06 | 只看該作者
Water Budgeting and Construction of Future Scenarios for Prediction and Management of Ground Water rock aquifers in granitic area by taking a small watershed at Maheshwaram, RR Dist of Andhra Pradesh and has developed a number of specific techniques during five years for aquifer characterization, groundwater balance both global and discretized including the technique of the “Double Water Table F
48#
發(fā)表于 2025-3-29 20:23:28 | 只看該作者
Applying Geostatistics: Basic Knowledge and Variographic Analysis with Exercises,of the physical system. In most cases these parameters change their values in space and sometimes in time also and hence they are called variables. Rainfall, effective recharge, thickness of an aquifer, hydraulic head, transmissivity, permeability, storage coefficient, etc. are the examples in hydro
49#
發(fā)表于 2025-3-30 03:38:44 | 只看該作者
50#
發(fā)表于 2025-3-30 06:25:39 | 只看該作者
Application of Geostatistics in Optimal Groundwater Monitoring Network Design,on on isolated location mainly in the field of hydrogeology makes it necessary to adopt special procedures such as geostatistical estimation technique for bridging the gap between field measurements and data requirements. However, these estimations are based on a crucial criterion of the structural
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