抽水试验各种孔提水k及曲线

工程名称钻孔编号钻孔坐标(m)孔口标高(m)3652.30抽水段次静止水位钻孔深度含水层厚度(m)L(m)H(m)开始结束累积稳定延续总时间最终水位(m)0.2020.0015.009/2214:009/2216:302:30:07:20:00.35钻孔半径稳定水位稳定降深稳定流量r(m)(m)s(m)Q(m3/d)0.0553.503.307.92计算公式：0.1489.84图2.5-2钻孔提（抽）水试验成果图提（抽）水时间(时:分)水位恢复渗透系数影响半径K(m/d)R(m)xxxxxxxxxxxxxZK2X:48380.709Y:60040.93610.001.002.003.004.005.006.007.0001234567899/2213:009/2214:009/2215:009/2216:009/2217:009/2218:009/2219:009/2220:009/2221:009/2222:009/2223:009/230:009/231:00S(m)Q(m3/d)q-ts-t抽水历时曲线水位恢复曲线)2()lg(732.0SHSrRQkHKSR2工程名称钻孔编号钻孔坐标(m)孔口标高(m)234.00抽水段次静止水位钻孔深度含水层厚度(m)L(m)H(m)开始结束累积稳定延续总时间最终水位(m)0.2545.008.269/2214:009/2216:202:20:03:2:00.55钻孔半径稳定水位稳定降深稳定流量r(m)(m)s(m)Q(m3/d)0.0553.253.00139.30计算公式：K(m/d)d(m)5.0282.75图2.5-2钻孔提（抽）水试验成果图X:48380.709Y:60040.9361提（抽）水时间(时:分)水位恢复渗透系数孔到给水边界距离xxxxxxxxxxxxxZK30.001.002.003.004.005.006.007.00024681012149/2213:009/2214:009/2215:009/2216:009/2217:009/2218:009/2219:009/2220:00Q(m3/d)q-ts-t抽水历时曲线水位恢复曲线s(m))2()2lg(732.0SHSrdQk工程名称钻孔编号钻孔坐标(m)孔口标高(m)3652.30抽水段次静止水位钻孔深度含水层厚度(m)L(m)m(m)开始结束累积稳定延续总时间最终水位(m)4.0032.489.709/2214:009/2216:302:30:03:0:00.25钻孔半径稳定水位稳定降深稳定流量r(m)(m)s(m)Q(m3/d)0.0558.204.20144.45计算公式：4.14285.47图2.5-2钻孔提(抽)水试验成果图提（抽）水时间(时:分)水位恢复渗透系数影响半径K(m/d)R(m)xxxxxxxxxxxxxZK2X:48380.709Y:60040.93610.000.200.400.600.801.001.201.401.601.80079/2213:009/2214:009/2215:009/2216:009/2217:00Q(m3/d)q-ts-t抽水历时曲线水位恢复曲线s(m)SmrRQk)lg(366.0kSR10工程名称钻孔编号钻孔坐标(m)孔口标高(m)3652.30抽水段次静止水位钻孔深度含水层厚度(m)L(m)m(m)开始结束累积稳定延续总时间最终水位(m)0.3520.004.519/2214:009/2216:302:30:03:0:00.50钻孔半径稳定水位稳定降深稳定流量r(m)(m)s(m)Q(m3/d)0.0554.083.739.50计算公式：K(m/d)d(m)0.4012.40图2.5-2钻孔提(抽)水试验成果图X:48380.709Y:60040.9361提(抽)水时间(时:分)水位恢复渗透系数孔到给水边界距离xxxxxxxxxxxxxZK20.001.002.003.004.005.006.00024681012149/2213:009/2214:009/2215:009/2216:009/2217:009/2218:009/2219:009/2220:00S(m)Q(m3/d)q-ts-t抽水历时曲线水位恢复曲线SmrdQK)2lg(366.0工程名称钻孔编号钻孔坐标(m)孔口标高(m)3652.30抽水段次静止水位钻孔深度含水层有效带厚度S1(m)L(m)Ha(m)开始结束累积稳定延续总时间最终水位(m)0.2020.0025.749/2214:009/2216:302:30:06:0:00.35钻孔半径稳定水位稳定降深稳定流量r(m)(m)s(m)Q(m3/d)0.0553.503.307.92计算公式：0.0225.00图2.5-2钻孔提（抽）水试验成果图渗透系数影响半径K(m/d)R(m)xxxxxxxxxxxxxZK2X:48380.709Y:60040.9361提（抽）水时间(时:分)水位恢复4222lg732.0lhhlhhHrRQkaaaaaHKSR2sSLlsHhaa10.001.002.003.004.005.006.007.0001234567899/2213:009/2214:009/2215:009/2216:009/2217:009/2218:009/2219:009/2220:009/2221:009/2222:009/2223:00S(m)Q(m3/d)q-ts-t抽水历时曲线水位恢复曲线工程名称钻孔编号钻孔坐标(m)孔口标高(m)3652.30抽水段次静止水位钻孔深度含水层有效带厚度S1(m)L(m)Ma(m)开始结束累积稳定延续总时间最终水位(m)0.2020.0029.709/2214:009/2216:302:30:06:0:00.35钻孔半径稳定水位稳定降深稳定流量r(m)(m)s(m)Q(m3/d)0.0556.005.807.92计算公式：图2.5-2钻孔提（抽）水试验成果图渗透系数影响半径K(m/d)R(m)0.05213.29xxxxxxxxxxxxxZK2X:48380.709Y:60040.9361提（抽）水时间(时:分)水位恢复42lg366.0lMMlMsMrRQkaaaaksR10sSLl10.001.002.003.004.005.006.007.0005101520259/2213:009/2214:009/2215:009/2216:009/2217:009/2218:009/2219:009/2220:009/2221:009/2222:009/2223:00S(m)Q(m3/d)q-ts-t抽水历时曲线水位恢复曲线