Aquifer Testing: Design and Analysis of Pumping and Slug Tests

Aquifer Testing: Design and Analysis of Pumping and Slug Tests
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DOI：
10.1201/9781498710756
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发表时间：
1991-05
期刊：
--
影响因子：
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通讯作者：
J. Istok;Karen J. Dawson
J. Istok;Karen J. Dawson
中科院分区：
其他
文献类型：
--
作者：
J. Istok;Karen J. Dawson

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基本概念。引言。抽水测试。历史。常用术语。含水层测试。分析方法。本手册的组织结构。抽水试验设计。第一步：列出所需的含水层属性。第二步：找出制约因素。步骤3：开发概念模型。第四步：评估含水层属性。第五步：选择模型并定位观测井。第六步：选择抽油量和井径。对下降数据的修正。水位的趋势。大气压会发生变化。潮汐、河流水位和水面负荷的变化。饱和厚度减少。抽水试验数据分析。分析的图解方法。叠加论。确定含水层特征的方法。阶梯流量抽水试验分析。背景资料。水头损失系数的确定。井效的确定。含水层模型。模型1：均衡，受限。概念模型。数学模型。解析解。分析方法。模式2：均衡，不受限制。概念模型。数学模型。解析解。分析方法。模式3：瞬变的、受限的。概念模型。数学模型。解析解。分析方法。模型4：瞬变、受限、泄漏。概念模型。数学模型。解析解。分析方法。模型5：密闭、泄漏、带AQUITARD存储。概念模型。数学模型。解析解。分析方法。模型6：瞬变、受限、部分渗透、各向异性。概念模型。数学模型。解析解。分析方法。模型7：瞬变、受限、泄漏、部分渗透、各向异性。概念模型。数学模型。解析解。分析方法。模型8：瞬变的，受限的，储存良好的。概念模型。数学模型。解析解。分析方法。模型9：瞬变的、受限的、泄漏的、井储。概念模型。数学模型。解析解。模型10：瞬变、受限、裂隙-块体系统。概念模型。数学模型。解析解。模型11：两个水平方向上的瞬变、受限、各向异性。概念模型。数学模型。解析解。分析方法。模型12：瞬变的，正在经历从受限到非受限的转换。概念模型。数学模型。解析解。分析方法。模型13：瞬变、无约束、各向异性。概念模型。数学模型。解析解。分析方法。模型14：瞬变、无约束、部分渗透、各向异性。概念模型。数学模型。解析解。模型15：瞬变、无约束、部分渗透、各向异性、井储。概念模型。数学模型。解析解。模型16：瞬变、无承压、部分渗透、含水层。概念模型。数学模型。解析解。模型17：段塞试验-无限或半无限深，不可压缩含水层，各向异性。概念模型。数学模型。解析解。分析方法。模型18：段塞试验-无承压或渗漏承压、不可压缩含水层，部分渗透。概念模型。数学模型。解析解。分析方法。模型19：段塞测试--承压、可压缩含水层、井筒储存。概念模型。数学模型。解析解。分析方法。附录。附录A：库珀和雅各布(1946)直线方法的推导。附录B：计算型式曲线和压差的计算机程序。参考文献。
BASIC CONCEPTS. INTRODUCTION. Pumping Tests. History. Commonly Used Terms. Aquifer Tests. Methods of Analysis. Organization of This Manual. PUMPING TEST DESIGN. Step 1: List Required Aquifer Properties. Step 2: Identify Constraints. Step 3: Develop a Conceptual Model. Step 4: Estimate Aquifer Properties. Step 5: Select a Model and Locate Observation Wells. Step 6: Select a Pumping Rate and Well Diameter. CORRECTIONS TO DRAWDOWN DATA. Trends in Water Levels. Atmospheric Pressure Changes. Tidal, River Level, and Surface Loading Changes. Decreases in Saturated Thickness. ANALYSIS OF PUMPING TEST DATA. Graphical Methods of Analysis. The Theory of Superposition. Methods of Identifying Aquifer Characteristics. ANALYSIS OF STEP DISCHARGE PUMPING TESTS. Background. Determination of Head Loss Coefficients. Determination of Well Efficiency. AQUIFER MODELS. MODEL 1: EQUILIBRIUM, CONFINED. Conceptual Model. Mathematical Model. Analytical Solution. Methods of Analysis. MODEL 2: EQUILIBRIUM, UNCONFINED. Conceptual Model. Mathematical Model. Analytical Solution. Methods of Analysis. MODEL 3: TRANSIENT, CONFINED. Conceptual Model. Mathematical Model. Analytical Solution. Methods of Analysis. MODEL 4: TRANSIENT, CONFINED, LEAKY. Conceptual Model. Mathematical Model. Analytical Solution. Methods of Analysis. MODEL 5: CONFINED, LEAKY, WITH AQUITARD STORAGE. Conceptual Model. Mathematical Model. Analytical Solution. Methods of Analysis. MODEL 6: TRANSIENT, CONFINED, PARTIAL PENETRATION, ANISOTROPIC. Conceptual Model. Mathematical Model. Analytical Solution. Methods of Analysis. MODEL 7: TRANSIENT, CONFINED, LEAKY, PARTIAL PENETRATION, ANISOTROPIC. Conceptual Model. Mathematical Model. Analytical Solution. Methods of Analysis. MODEL 8: TRANSIENT, CONFINED WITH WELL STORAGE. Conceptual Model. Mathematical Model. Analytical Solution. Methods of Analysis. MODEL 9: TRANSIENT, CONFINED, LEAKY, WELL STORAGE. Conceptual Model. Mathematical Model. Analytical Solution. MODEL 10: TRANSIENT, CONFINED, FISSURE-BLOCK SYSTEM. Conceptual Model. Mathematical Model. Analytical Solution. MODEL 11: TRANSIENT, CONFINED, ANISOTROPIC IN TWO HORIZONTAL DIRECTIONS. Conceptual Model. Mathematical Model. Analytical Solution. Methods of Analysis. MODEL 12: TRANSIENT, UNDERGOING CONVERSION FROM CONFINED TO UNCONFINED. Conceptual Model. Mathematical Model. Analytical Solution. Methods of Analysis. MODEL 13: TRANSIENT, UNCONFINED, ANISOTROPIC. Conceptual Model. Mathematical Model. Analytical Solution. Methods of Analysis. MODEL 14: TRANSIENT, UNCONFINED, PARTIAL PENETRATION, ANISOTROPIC. Conceptual Model. Mathematical Model. Analytical Solution. MODEL 15: TRANSIENT, UNCONFINED, PARTIAL PENETRATION, ANISOTROPIC, WELL STORAGE. Conceptual Model. Mathematical Model. Analytical Solution. MODEL 16: TRANSIENT, UNCONFINED, PARTIAL PENETRATION, AQUITARD-AQUIFER. Conceptual Model. Mathematical Model. Analytical Solution. MODEL 17: SLUG TEST-INFINITE OR SEMI-INFINITE DEPTH, INCOMPRESSIBLE AQUIFER, ANISOTROPIC. Conceptual Model. Mathematical Model. Analytical Solution. Methods of Analysis. MODEL 18: SLUG TEST-UNCONFINED OR LEAKY CONFINED, INCOMPRESSIBLE AQUIFER, PARTIAL PENETRATION. Conceptual Model. Mathematical Model. Analytical Solution. Methods of Analysis. MODEL 19: SLUG TEST-CONFINED, COMPRESSIBLE AQUIFER, WELLBORE STORAGE. Conceptual Model. Mathematical Model. Analytical Solution. Methods of Analysis. APPENDICES. APPENDIX A: DERIVATION OF COOPER AND JACOB (1946) STRAIGHT-LINE METHOD. APPENDIX B: COMPUTER PROGRAMS FOR COMPUTING TYPE CURVES AND DRAWDOWN. REFERENCES.