首页> 外国专利> METHOD FOR DETERMINING THE PARAMETERS OF RELATIONSHIP hydrogeodynamic groundwater and surface water

METHOD FOR DETERMINING THE PARAMETERS OF RELATIONSHIP hydrogeodynamic groundwater and surface water

机译:确定水文地球动力学地下水和地表水关系参数的方法

摘要

A method for determining hydrogeodynamic parameters relationship groundwater and surface water, comprising drilling a central (experimental) and multiple observation wells, pumping out a constant flow rate until the steady state filtering measurement stationary depressions level in all wells and calculations desired hydrogeodynamic parameters, characterized in that except the central (experimental) drilled least 3-4 observation wells, wherein a central hole is placed at a distance L from the edge of the river, 2.5-3 equal capacity of the aquifer, a first observation wells placed between the central bore and the river's edge at a distance (0,15-0,2) L from the center, the second - near the edge of the river, the third - on a beam parallel to the shore line of the river, distance (0,6-0,7) L from the center, a fourth hole placed on the observation edge opposite river bank and the calculation of the parameters the relationship of ground and surface waters ΔL - equivalent length and χ - flow rate in the river bed to produce the following sequence: ! without lowering the level of the fourth observation well (or obviously large width of the river)! calculate the conductivity of the aquifer! T = Q · ln (r3 / r1) / 2π (S1-S3), wherein r - radial coordinate relative to the central axis of the borehole, indexes correspond to the number of observation wells; ! calculated for lowering dimensionless wellbore №2: S2 * = 2πTS2 / Q; ! calculated distance to the reflected wells r0 = r2 · exp (S2 *); ! calculating the desired parameter equivalent length ΔL = 0,5 (r0-L-x2), where x2 - the distance from the edge of the river to №2 observation well, and in the presence of reducing
机译:一种确定地下水和地表水文水力学参数关系的方法,其特征在于,钻一个中心(实验)井和多个观测井,泵出恒定流量,直到所有状态下的稳态过滤测量静止凹陷水平并计算所需的水文地质参数为止,其特征在于:除了中央(实验)至少钻了3-4口观测井,其中在距河流边缘L处(距离含水层2.5-3相等)的距离上有一个中心孔,在中心孔之间放置了第一口观测井并且河流的边缘距中心的距离为(0,15-0,2)L,第二条-靠近河流的边缘,第三条-在平行于河流岸线的光束上,距离(0, 6-0,7)L从中心开始,在与河岸相对的观测边缘上放置第四个孔,并计算参数与地表水和地表水的关系ΔL-当量长度和χ-fl在河床上流率产生以下顺序:而不降低第四个观测井的水位(或明显的大河宽度)!计算含水层的电导率! T = Q·ln(r3 / r1)/2π(S1-S3),其中r-相对于钻孔中心轴的径向坐标,索引对应于观察井的数量; !计算降低无因次井眼№2:S2 * =2πTS2/ Q; !计算到反射井的距离r0 = r2·exp(S2 *); !计算所需的参数等效长度ΔL= 0.5(r0-L-x2),其中x2-从河流边缘到№2观测井的距离,并且存在

著录项

相似文献

  • 专利
  • 外文文献
  • 中文文献
获取专利

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号