封面 书名页 版权页 第2版补充说明 Second Edition with Supplement Explanation 序 Preface 自序 Author'sPreface 目录页 第一章 总论 第一节 闸坝工程发展的历史回顾 第二节 闸坝工程分类及其泄流特点 第三节 闸坝工程的水力破坏及其实例 第四节 闸坝工程水力学问题 参考文献 第二章 闸坝下游消能扩散 第一节 消能扩散措施及其类型 第二节 控制建筑物上下游的水面和水深变化 第三节 有升降台阶和消力池的二元水跃 第四节 三元扩散水跃 第五节 消能率与其他消能指标 第六节 消力池布局与辅助消能工 第七节 消力池底板厚度 第八节 消力池的翼墙扩张型式 第九节 面流消能及其水力计算 第十节 挑流及自由跌流消能 参考文献 第三章 闸坝泄流局部冲刷 第一节 冲刷坑的形成及其水流分析 第二节 基本冲刷公式推导与试验资料验证 第三节 局部冲刷公式的应用与消能扩散的关系 第四节 局部冲刷公式的推广应用 第五节 黏性土的局部冲刷 第六节 挑流与自由跌流的岩基冲刷 第七节 闸坝下游防冲措施 第八节 各家局部冲刷公式综述 第九节 笔者冲刷公式总结 参考文献 第四章 闸坝泄流能力 第一节 平底闸堰流流量系数 第二节 闸孔出流流量系数 第三节 实用堰流量系数 第四节 地涵流量系数 第五节 流量系数在工程论证中的应用 第六节 堰闸隧洞泄流能力计算公式的改进 第七节 船闸灌泄水时间非恒定流计算 参考文献 第五章 闸坝土基渗流与侧岸绕渗 第一节 沿简单地下轮廓线渗流的精确解 第二节 沿复杂地下轮廓线渗流的近似计算 第三节 闸坝底板有排水的渗流计算 第四节 板桩缝漏水和透水帷幕的渗流计算 第五节 闸坝基底扬压力和出渗坡降的流网分析与应用 第六节 闸坝地基的防渗和排水措施 第七节 闸坝地下轮廓线的渗径长度与合理布局 第八节 侧岸绕渗与控制 第九节 渗透力与边界水压力算法等同的涵义和应用 第十节 渗流固结理论与土基沉降计算 第十一节 非达西渗流黏土层固结问题的算法 参考文献 第六章 高坝岩基渗流 第一节 岩体渗流的有关性质 第二节 高坝岩基渗流的控制措施 第三节 各向异性场的理论及其流网 第四节 单个缝隙中的水流阻力 第五节 裂隙网络计算模型 第六节 裂隙网络作为连续介质计算 第七节 岩体裂隙渗流不同算法的比较讨论 第八节 水管网算法与网络程序NETW应用 参考文献 第七章 高速水流的空蚀与掺气 第一节 高速水流学科的形成及发展 第二节 高速水流的分类 第三节 空化与空蚀 第四节 水流空化的基础知识 第五节 材料空蚀的基础知识 第六节 水流掺气及其基础知识 第七节 不同掺气条件对水流掺气影响的估算 参考文献 第八章 闸门振动 第一节 振动成因评述 第二节 竖向振动的自振频率 第三节 共振及其频率响应 第四节 定常摩擦阻尼振动 第五节 危险振动的判别及抑振措施 参考文献 第九章 闸门运行管理 第一节 正常泄流时闸门操作管理 第二节 特殊情况下闸门操作管理 第三节 始流状态下闸门操作管理 第四节 水力冲淤的闸门控制调度 第五节 工程破坏实例分析 参考文献 第十章 闸坝泄流原型观测 第一节 水位和流量观测 第二节 水面线和水面波动观测 第三节 水下冲淤地形观测 第四节 流速和掺气观测 第五节 压强和空化观测 第六节 紊流脉动观测 第七节 闸门振动观测 第八节 渗流扬压力观测 第九节 量水设备 参考文献 第十一章 模型试验 第一节 相似性与模型律 第二节 模型律的应用范围及其限制 第三节 水工建筑物模型试验 第四节 河道模型试验 第五节 海工模型试验 第六节 几种模拟试验 参考文献 附录简介 附录A Synthetic Study on Local Scour below Hydraulic Structures 附录B A New Method of Designing Underground Contour for Sluice-dams on Permeable Foundations 附录C 土基上闸坝设计要点 附录D 学术观点自述 Chapter 1 General Introduction 1.Review of the developed history of sluice-dams engineering 2.Classification and characteristics of siuice-dams engineering 3.Hydraulic destruction of sluice-dams and practical examples 4.Problems in the engineering hydraulics of sluice-dams References Chapter 2 Energy Dissipation and Diffusion below Sluice-Dams 1.Measures and types of energy dissipation and diffusion 2.Change of water surface and depth downstream and upstream of controled structures 3.2-D Hydraulic jump at step-up or down and stilling basin 4.3-D Hydraulic jump of difusion flow 5.Rate of energy dissipafion and other index of energy dissipation 6.Arrangement of stilling basin and auxiliary energy dissipators 7.Thickness of bottom of stilling basin 8.Type of wing wall extension along stilling basin 9.Energy dissipation of surface flow and its hydraulic calculation 10.Energy dissipation of ski-jump and free over fall jet References Chapter 3 Local Scour due to Discharge Flow of Sluice-Dams 1.Scour pit formed and its flow analysis 2.Derivation of basic scour formula and verification of experimental data 3.Application of local scour formula and relationship to the energy dissipation and diffusion 4.Extended application of the local scour formula 5.Local scour of cohesive soil 6.Scour of rock bed due to ski-jump and free over fall jet 7.Anti-scour measures below sluice-dams 8.Summary of various local scour formulas 9.Summary of writer's scour formulas References Chapter 4 Discharge Ability of Sluice-Dams 1.Discharge coefficient of flat-bottomed sluice and weir 2.Discharge coefficient of sluice opening 3.Discharge coefficient of practical weir 4.Discharge coefficient of culvert 5.Discharge coefficient used to verify engineering design 6.Improvement of formulas to compute discharge ability of weir sluice and tunnel 7.Unsteady flow computation for filling and emptying times of ship lock References Chapter 5 Seepage through Earth Foundationand around Lateral Bank of Sluice-Dams 1.Accurate Solution of seepage along simple underground contour 2.Approximate computation of seepage along complex underground contour 3.Seepage computation of sluice-dams having drains 4.Seepage computation for leakage of sheet piling gap and permeable curtain 5.Uplift pressure and exit gradient of seepage under sluice-dams by using flow net analysis and application 6.Anti-seepage and drainage of seepage through foundation of sluice-dams 7.Seepage length and rational arrangement of underground contour of sluice-dams 8.Seepage around lateral bank of sluice-clams and controled measures 9.Significance and application of equivalent algorithm between seepage force and boundary water pressure 10.Theory of seepage consolidation and computation of settlement for earth foundation 11.Algorithm of non-Darcian seepage for consolidation problem of clay layer References Chapter 6 Seepage through Rock Foundation of High Dam 1.Properties of rock mass related to seepage 2.Control measures for seepage through rock foundation of high dam 3.Theory of anisotropic seepage field and its flow net 4.Resistance of flow in singie fracture 5.Computation model of fracture networks 6.Computation model to consider fracture networks as continuous field 7.Comparison and discussion on different algorithms for fracture seepage of rock mass 8.Algorithm of water pipe network and application of network program NETW References Chapter 7 Cavitation and Mixed Air of High Velocity Flow 1.Course formed and development of high velocity flow 2.Classification of high velocity flow 3.Cavitation and cavitation erosion 4.Fundamental knowledge of cavitation of flow 5.Fundamental knowledge of cavitation erosion of material 6.Mixed air of flow and its fundamental knowledge 7.Influence estimation on the mixed air of flow by different conditions of mixed air References Chapter 8 Vibration of Sluice Gate 1.Review on the couses of vibration 2.Free vibration frequency of vertical vibration 3.Resonance and its frequency response 4.Constant friction damped vibration 5.Discrimination of dangerous vibration and measures of restrain vibration References Chapter 9 Operation and Management of Gate of Sluice-Dams 1.Operation and management of gate for normal flow 2.Operation and management of gate for special case 3.Operation and management of gate at time of initial flow 4.Control system of gate in case of scouing silt accumulation by discharge flow 5.Analysis for practical example of engineering failure References Chapter 10 Field Observation and Survey of Discharge Flow of Sluice-Dams 1.Observation of water stage and discharge 2.Observation of water surface line and water surface oscillation 3.Observation of scouring and silting topography under water 4.Observation of velocity and mixed air 5.Observation of pressure intensity and cavitation 6.Observation of turbulent pulse 7.Observation of vibration of gate 8.Observation of seepage uplift pressure 9.Equipment of flow measurement References Chapter 11 Model Test 1.Similarity and model law 2.Scope and limit of application of model law 3.Model test of hydraulic structure 4.Model test of river 5.Model test of coastal engineering and marine works 6.Models of analog simulation References Appendixes Simbly Introduced AppendixA Synthetic Study on Local Scour below Hydraulic Structures AppendixB A New Method of Designing Underground Contour for Sluice-dams on Permeable Foundations AppendixC Major Points of Design for Sluice-Dam on Earth Foundation AppendixD Academic View Point of Myself 封底 ..更多