人造水景设计营造与观赏[电子资源.图书]

目录
绪论
第1章 水景艺术与社会发展
1．1 国外水景艺术
1．1．1 古罗马、古希腊时期
1．1．2 文艺复兴时期(14世纪至16世纪)
1．1．3 近代科学发展时期(16世纪下半叶至18世纪)
1．1．4 近、现代时期(19世纪至20世纪)
1．1．5 伊斯兰理水艺术——水景艺术的另一主脉
1．2 中国的水景艺术
1．2．1 中国的水景艺术与社会发展
1．2．2 20世纪中国人造水景艺术的发展特点与趋势
第2章 人造水景的构成
2．1 喷泉艺术
2．1．1 喷泉的基本组件——喷头
2．1．2 喷泉种类及控制方式
2．2 瀑布
2．2．1 大自然的启示
2．2．2 瀑布的基本构成
2．2．3 瀑身水形分类
2．3 悬挂式水幕与水帘
2．3．1 悬挂式水幕、水帘形状特点
2．3．2 悬挂式水幕、水帘与瀑布的主要差别
2．4 跌水、叠水与水梯
2．4．1 跌水
2．4．2 叠水
2．4．3 水梯
2．5 水幕电影
2．5．1 固定式水幕电影
2．5．2 移动式水幕电影
2．5．3 浮箱式水幕电影
2．5．4 激光水幕表演
2．6 涌泉与水下气压涌泉
2．6．1 大自然的启示
2．6．2 水下气压涌泉
2．7 造浪嬉水池与漩涡
2．7．1 造浪嬉水池
2．7．2 漩涡
2．8 蹄形水道与水旋石球
2．8．1 蹄形水道
2．8．2 水旋石球
第3章 水雕塑与水花容装饰水景
3．1 水雕塑、水花容及其特色
3．1．1 水雕塑与水花容的分类
3．1．2 水雕塑与水花容的艺术特色
3．2 水雕塑艺术
3．2．1 黄金水幕墙
3．2．2 太平洋城小瀑布
3．2．3 水环
3．2．4 阿基米德门
3．2．5 洛杉矶奇异港口
3．2．6 波士顿小瀑布
3．2．7 信仰
3．2．8 赛沏里三重奏
3．2．9 USC水墙
3．2．10 MGM的无限壮丽
3．3 水花容艺术
3．3．1 PW玻璃水幕墙
3．3．2 探索者水幕
3．3．3 噫!元素
3．3．4 淘气的水帘
3．3．5 Quiksilver水门楼
3．3．6 DMC水幕
3．4 水雕塑与水花容的结合艺术
3．4．1 香柏瀑布
3．4．2 侦探公司的奇异水幕
3．4．3 吉劳埃水墙
3．4．4 奇异水幕
3．5 水火相融艺术
3．5．1 伯明翰最壮丽景色
3．5．2 标准焰火
3．5．3 马利布最壮丽景色
第4章 水景的流体力学基础
4．1 作用于液体上的力
4．1．1 质量力
4．1．2 表面力
4．1．3 流体力学的单位制
4．2 液体的主要力学性质
4．2．1 液体的惯性
4．2．2 液体的重力特性
4．2．3 液体的黏滞性
4．2．4 液体的压缩性
4．2．5 液体的表面张力
4．3 水静力学理论基础
4．3．1 欧拉平衡微分方程
4．3．2 静水压强
4．4 运动学理论基础
4．4．1 欧拉法
4．4．2 有涡流动
4．4．3 恒定元流与总流的伯诺里方程
4．5 液体动力学理论基础
4．5．1 动量原理
4．5．2 恒定总流动量方程
4．5．3 恒定平面势流的流速流函数
4．5．4 恒定平面势流的流速势函数
4．5．5 基本平面势流
4．6 流态与水头损失
4．6．1 水流的两种流态
4．6．2 水头损失
第5章 人造水景的水力计算
5．1 喷头的水力计算
5．1．1 喷头的工作压力、喷嘴压力、喷嘴流速水头
5．1．2 喷嘴流量
5．1．3 各种喷头的水力计算
5．1．4 倾斜喷射时，水平射程与垂直高度的计算
5．1．5 垂直喷射时，水柱高度的现有计算方法
5．1．6 对上述垂直高度计算方法的分析
5．2 垂直喷射时、水柱高度正确计算方法
5．2．1 自由落体反推法的预设条件
5．2．2 自由落体反推法的计算步骤
5．2．3 自由落体反推法正确性的验算
5．2．4 自由落体反推法的适用范围
5．3 涌泉的水力计算
5．3．1 淹没出流涌泉
5．3．2 自由出流涌泉
5．4 供水管网的水力计算
5．4．1 供水管网布置原则
5．4．2 管网的基本形式和组成
5．4．3 树枝状管网的水力计算
5．4．4 稳压罐配水管网的水力计算
5．4．5 环状管网的水力计算
5．4．6 水雕塑与水花容的水力计算
5．5 水幕发生器及水幕水力计算
5．5．1 水幕电影对水幕的要求
5．5．2 水幕发生器基本构造
5．5．3 水幕形成的水力计算公式推导
5．5．4 水幕发生器及水幕的水力计算实例
5．6 水池
5．6．1 水池的功能
5．6．2 水池基本组成与尺寸的决定
5．6．3 水池水深的决定
5．6．4 水池溢流管的水力计算
5．6．5 放空管的水力计算
5．7 水盘
5．7．1 水盘的功能
5．7．2 水盘结构
5．7．3 水盘的水力计算
5．8 溢流堰
5．8．1 溢流堰种类及功能
5．8．2 宽顶堰
5．8．3 三角形溢流堰
5．8．4 矩形薄壁溢流堰
5．8．5 半圆形薄壁溢流堰
5．8．6 梯形薄壁溢流堰
5．9 孔口与管嘴恒定出流
5．9．1 孔口与管嘴恒定出流的水景
5．9．2 孔口出流水力计算
5．9．3 管嘴出流水力计算
5．10 瀑布的水力计算
5．10．1 瀑布水力计算的原则
5．10．2 悬挂式瀑布的水力计算
5．10．3 折线式瀑布的水力计算
5．10．4 线状瀑布的水力计算
5．10．5 垂直或倾斜底衬瀑布的水力计算
5．10．6 底衬镶嵌块石后形成的瀑布
5．10．7 汇流式瀑布的水力计算
5．11 悬挂式水幕与水帘的水力计算
5．11．1 悬挂式水幕的水力计算
5．11．2 悬挂式水帘的水力计算
5．12 叠水、跌水与水梯的水力计算
5．13 造浪嬉水池与漩涡的水力计算
5．13．1 造浪嬉水池的水力计算
5．13．2 漩涡的水力计算
5．14 水旋石球的水力计算
5．14．1 水旋石球的构造
5．14．2 水旋石球的工作原理与水力计算
5．15 水景水量与补给水量的计算
5．15．1 水景的水量损失
5．15．2 补给水量及补给水源
5．16 水泵及选择
5．16．1 潜水泵
5．16．2 离心泵
5．16．3 管道离心泵
5．16．4 水泵的选择
第6章 人造水景工艺设计与制作
6．1 喷泉制作与安装
6．1．1 管道材料
6．1．2 喷泉管网的制作
6．1．3 潜水泵的安装
6．1．4 喷泉水景的整体组装与校验
6．1．5 管材与配件防腐
6．1．6 包装、运输与现场组装
6．2 现代雕塑喷泉的制作与安装
6．2．1 古典雕塑喷泉与现代雕塑喷泉
6．2．2 特制喷头的构造与制作
6．2．3 特制喷头强度计算
6．3 喷泉水形设计与制作
6．3．1 喷泉水形种类
6．3．2 电动机—蜗轮减速器传动装置制作水形
6．3．3 电动机—齿轮减速器传动装置制作水形
6．3．4 液压千斤顶传动装置
6．3．5 喷嘴喷射反推—活动接头装置制作水形
6．4 浮箱、浮箱平台的计算与制作
6．4．1 浮箱、浮箱平台所承受的荷载
6．4．2 浮箱所需浮力的计算
6．4．3 浮箱平台的制作
6．5 气压涌泉的设计与制作
6．5．1 气压涌泉的工作原理
6．5．2 贮气罐容积、压力及空压机功率计算
6．5．3 气压涌泉设计实例
6．6 冷雾景观的设计与安装
6．6．1 冷雾景观的主要功能
6．6．2 冷雾景观的设计与安装
6．7 水雕塑与水花容循环系统及配件安装
6．7．1 水雕塑与水花容工程实例
6．7．2 玻璃幕墙水雕塑瀑布的供水与排水系统及配件
6．8 旱喷喷泉
6．8．1 旱喷喷泉定义
6．8．2 旱喷喷泉水槽形式
6．8．3 旱喷喷泉实例
6．9 瀑布类底衬的建造
6．9．1 瀑布类底衬的种类
6．9．2 底衬的建造
6．9．3 底衬建造的注意事项
6．10 水景水池与驳岸的建造
6．10．1 水景水池的类型与建造
6．10．2 驳岸的类型与建造
6．11 水景水的循环处理
6．11．1 水景水的污染源及循环处理框图
6．11．2 水循环处理工艺
6．11．3 水循环处理工艺的选用
第7章 人造水景的控制系统
7．1 喷泉水景的控制系统
7．1．1 喷泉水景控制的目的
7．1．2 喷泉水景的控制对象
7．2 喷泉水景的控制方法
7．2．1 喷泉的程序控制
7．2．2 喷泉的音乐控制
7．3 音乐喷泉控制系统实例
7．3．1 上海市南京东路世纪广场音乐喷泉
7．3．2 喷泉控制的软件系统的设计
7．3．3 喷泉控制的硬件系统的设计
7．3．4 硬件系统的原理框图
7．3．5 音乐喷泉控制系统的使用说明
第8章 水景的灯光渲染与烘托
8．1 光学理论基础
8．1．1 光学的基本量度
8．1．2 光源的发光原理
8．2 人造光源—LED
8．2．1 什么是LED光源
8．2．2 LED光源的主要优点与存在问题
8．3 水景的水下彩灯渲染
8．3．1 水下彩灯
8．3．2 水下彩灯的选择
8．3．3 水下彩灯照度设计
8．3．4 水下彩灯的维护
8．4 水景的陆上彩灯渲染
8．4．1 水景的陆上彩灯
8．4．2 激光器组成分类
8．4．3 激光表演
8．4．4 激光显示系统硬件设计和工作原理
8．4．5 激光显示系统软件设计
第9章 人造水景持续发展
9．1 雨水利用
9．1．1 水景利用雨水的必要性与可能性
9．1．2 雨水径流水质
9．1．3 景观环境用水水质
9．1．4 雨水的收集
9．1．5 雨水流量计算
9．1．6 路面(广场)绿地雨水收集与初期雨水弃流装置
9．2 安全
9．2．1 水力安全
9．2．2 电气安全
9．2．3 水质安全
9．3 水景的运行成本
9．3．1 年运行费的构成
9．3．2 年运行费分析及降低年运行费的措施
9．4 创新与创意
9．4．1 创新与精品
9．4．2 创意
9．5 人才
9．5．1 景观与水景行业人才现状
9．5．2 人才培养与使用
主题词索引
主要参考文献
Preface
Introduction
Chapter 1 Art of Waterscape and Social Development
1.1 Art of waterscape abroad
1.1.1 At the age of ancient Rome and Greece
1.1.2 The Renaissance period (from 14<'th> century to 16<'th> century)
1.1.3 The period of development of science in modern times (from the second half of 16<'th> century to 18<'th> century )
1.1.4 The contemporary age (from 19<'th> century to 20<'th> century )
1.1.5 Islamic streamlined art of waterscape, the other major category of waterscape
1.2 Art of Waterscape in China
1.2.1 The art of waterscape in China and social development
1.2.2 The development characteristics and trends of development of artificial waterscapes in" China in 20<'th> century
Chapter 2 Constitution of artificial waterscape
2.1 Fountain Art
2.1.1 Nozzle, the basic component of fountain
2.1.2 Classifications of fountains and control methods
2.2 Waterfall
2.2.1 Enlightenment of Nature
2.2.2 Basic components of a waterfall
2.2.3 Classification of body shape of a waterfall
2.3 Suspended water screen and water curtain
2.3.1 Characteristics of the form of suspended water screen and water curtain
2.3.2 Main differences between suspended water screen/water curtain and waterfall
2.4 Water drop, stepwise water drop and cascade
2.4.1 Water drop
2.4.2 Stepwise water drop
2.4.3 Cascade
2.5 Water screen movie
2.5.1 Fixed water screen movie
2.5.2 Mobile water screen movie
2.5.3 Floating box type water screen movie
2.5.4 Laser show on water screen
2.6 Surging spring and underwater pressurized surging spring
2.6.1 Enlightenment of Nature
2.6.2 Underwater pressurized surging spring
2.7 Play pool with man-made wave and whirlpool
2.7.1 Play pool with man-made wave
2.7.2 Whirlpool
2.8 Horseshoe shaped waterwayand water driven swinging stone ball
2.8.1 Horseshoe shaped waterway
2.8.2 Water driven swinging stone ball
Chapter 3 Water sculpture and waterscape with water spray features
3.1 Water sculpture, water spray features and their characteristics
3.1.1 Classification of water sculpture and water spray feature
3.1.2 Artistic characteristics of water sculpture and water spray feature
3.2 Art of water sculpture
3.2.1 Gold Water Wall
3.2.2 Pacific City Cascade
3.2.3 Ring of Water
3.2.4 Archimedes Gate
3.2.5 Port of L.C.Singularity
3.2.6 Boston Cascade
3.2.7 Faith
3.2.8 Zachry Trio
3.2.9 USC Water Wall
3.2.10 MGM Grand Oceans of Time
3.3 Art of water spray features
3.3.1 PW glass wall covered with water
3.3.2 Explorer's water screen
3.3.3 Wow, Element
3.3.4 Pixilated water curtain
3.3.5 Quiksilver water arch
3.3.6 DMC Water screen
3.4 Art of water sculpture combined with water spray features
3.4.1 Cedars Cascade
3.4.2 Wonderful water screen at Tetra Tech
3.4.3 Kilroy Water Wall
3.4.4 Marvelous water screen
3.5 Art of water merged with fire
3.5.1 The most magnificent scenery in Birmingham
3.5.2 The Standard Fire
3.5.3 The most magnificent scenery in Malibu
Chapter 4 Hydraulic basis of waterscape
4.1 Force exerted on liquid
4.1.1 Force of mass
4.1.2 Surface tension
4.1.3 Units of measurement in hydraulics
4.2 Major mechanic characteristics of liquid
4.2.1 Inertia of liquid
4.2.2 Gravitational characteristics of liquid
4.2.3 Viscous characteristics of liquid
4.2.4 Compressibility of liquid
4.2.5 Surface tension of liquid
4.3 Theoretic basis of static hydraulics
4.3.1 Euler equilibrium differential equation
4.3.2 Static pressure of water
4.4 Theoretic basis of kinematics
4.4.1 Euler method
4.4.2 Flow with whirl
4.4.3 Brenoulli equation of constant flow(effluent flow equal to affluent)
4.5 Theoretic basis of dynamic hydraulics
4.5.1 Principle of momentum
4.5.2 Equation of constant momentum of total flow
4.5.3 Flow function of velocity of constant plane potential flow
4.5.4 Potential function of velocity of constant plane potential flow
4.5.5 Basic plane potential flow
4.6 Flowing types and the head loss
4.6.1 Two flowing types of water flow
4.6.2 Head loss
Chapter 5 Hydraulic calculation of artificial waterscape
5.1 Hydraulic calculation of nozzle
5.1.1 Working pressure of nozzle, pressure, velocity and head loss of nozzle
5.1.2 Nozzle flow
5.1.3 Hydraulic calculation of various nozzles
5.1.4 Calculation of horizontal range and vertical height while ejected at an angle of inclination
5.1.5 Existing calculation method for the water column height while ejected vertically
5.1.6 Analysis of above mentioned vertical height calculation method
5.2 Correct calculation method for the water column height while ejected vertically
5.2.1 Assumptions for reasoning method reverse to freely falling body
5.2.2 Steps of calculation by using reasoning method reverse to freely falling body
5.2.3 Verification of the calculation result by reasoning method reverse to freely falling body
5.2.4 Scope of application of the reasoning method reverse to freely falling body
5.3 Hydraulic calculation of surging spring
5.3.1 Surging sprig with submerged effluent
5.3.2 Surging spring with free effluent
5.4 Hydraulic calculation of water supply pipe network
5.4.1 Principle of water supply pipe network layout
5.4.2 Basic form and composition of pipe network
5.4.3 Hydraulic calculation of tree type pipe network
5.4.4 Hydraulic calculation of pipe network with pressure stabilizing tank for water distribution
5.4.5 Hydraulic calculation of looped pipe network
5.4.6 Hydraulic calculation of water sculpture and water spray feature
5.5 Water screen generator and hydraulic calculation of water screen
5.5.1 Requirements to water screen for water screen movie
5.5.2 Basic structure of water screen generator
5.5.3 Deduction of hydraulic calculation formula for forming water screen
5.5.4 Practical example of water screen generator and hydraulic calculation of water screen
5.6 Pond
5.6.1 Functions of pond
5.6.2 Basic composition of pond and determination of its size
5.6.3 Determination of pond depth
5.6.4 Hydraulic calculation of overflow pipe of pond
5.6.5 Hydraulic calculation of emptying pipe
5.7 Water dish
5.7.1 Functions of water dish
5.7.2 Structure of water dish
5.7.3 Hydraulic calculation of water dish
5.8 Overflow weir
5.8.1 Types and functions of overflow weir
5.8.2 Weir with wide top
5.8.3 Triangle type of overflow weir
5.8.4 Rectangular type of overflow weir with thin wall
5.8.5 Semicircle type of overflow weir with thin wall
5.8.6 Trapezoid type of overflow weir with thin wall
5.9 Constant flow from holes and nozzles of pipes
5.9.1 Waterscape with constant flow from holes and nozzles of pipes
5.9.2 Hydraulic calculation of flow from holes
5.9.3 Hydraulic calculation of flow from nozzles of pipes
5.10 Hydraulic calculation of waterfall
5.10.1 Principles of hydraulic calculation of waterfall
5.10.2 Hydraulic calculation of suspended type waterfall
5.10.3 Hydraulic calculation of folded type waterfall
5.10.4 Hydraulic calculation of linear type waterfall
5.10.5 Hydraulic calculation of waterfall with vertical or inclined bed
5.10.6 Waterfall formed at a bed lined with inlaid stone blocks
5.10.7 Hydraulic calculation of converged type waterfall
5.11 Hydraulic calculation of suspended water screen and water curtain
5.11.1 Hydraulic calculation of suspended water screen
5.11.2 Hydraulic calculation of suspended water curtain
5.12 Hydraulic calculation of water drop, stepwise water drop and cascade
5.13 Hydraulic calculation of whirl and play pool with man-made waves
5.13.1 Hydraulic calculation of play pool with man-made waves
5.13.2 Hydraulic calculation of whirl
5.14 Hydraulic calculation of water driven swinging stone ball
5.14.1 Structure of water driven swinging stone ball
5.14.2 Working principle and hydraulic calculation of water driven swinging stone ball
5.15 Calculation of water volume of waterscape and required water volume of replenishment
5.15.1 Water loss of waterscape
5.15.2 volume of water replenishment and source of replenishment
5.16 Pump and its selection
5.16.1 Submerged pump
5.16.2 Centrifugal pump
5.16.3 Piping type centrifugal pump
5.16.4 Pump selection
Chapter 6 Technological design and erection of artificial waterscape
6.1 Manufacture of fountain and installation
6.1.1 Pipe material
6.1.2 Manufacture of pipe network for fountain
6.1.3 Installation of submerged pump
6.1.4 Assembly and test of whole set of fountain waterscape
6.1.5 Anti-corrosion measure for pipes and accessories
6.1.6 Packing, transport and on-site assembly
6.2 Manufacture and installation of modern sculptural fountain
6.2.1 Classic sculpture-like fountain and modern sculpture-like fountain
6.2.2 Structure and manufacture of special nozzle
6.2.3 Strength calculation of special nozzle
6.3 Design and making of fountain form
6.3.1 Types of fountain form
6.3.2 Making of fountain form by means of electric motor and worm reducer
6.3.3 Making fountain form by means of electric motor and gear reducer
6.3.4 Transmission device by means of hydraulic jack
6.3.5 Making of fountain form by means of movable connection with reacted ejecting nozzle
6.4 Calculation and manufacture of floating box and floating platform
6.4.1 Load on floating box and floating platform
6.4.2 Calculation of required floatation force for floating box
6.4.3 Manufacture of floating platform
6.5 Design and making of pressurized surging spring
6.5.1 Working principle of pressurized surging spring
6.5.2 Calculation of volume, pressure of air storage tank and power of air compressor
6.5.3 Design example of pressurized surging spring
6.6 Design and erection of cold mist scenery
6.6.1 Main functions of cold mist scenery
6.6.2 Design and erection of cold mist scenery
6.7 Water recycling system of water sculpture and water spray feature and installation of accessories
6.7.1 Engineering example of water sculpture and water spray feature
6.7.2 Water supply and discharge system of water sculpture type waterfall on glass wall covered with water and accessories
6.8 Dry fountain
6.8.1 Dry fountain definition
6.8.2 Types of water trough of dry fountain
6.8.3 Practical example of dry fountain
6.9 Construction of bed liner for waterfall
6.9.1 Types of bed liner for waterfall
6.9.2 Construction of bed liner
6.9.3 Important notes for construction of bed liner
6.10 Construction of pool and dockingembankment for waterscape
6.10.1 Types and construction of pool for waterscape
6.10.2 Types and construction of docking embankment
6.11 Recycle and treatment of waterscape water
6.11.1 Source of pollution and process chart of recycle and treatment of waterscape water
6.11.2 Technology of recycle and treatment of water
6.11.3 Selection of technology of recycle and treatment of water
Chapter 7 Control system of artificial waterscape
7.1 Control system of fountain type waterscape
7.1.1 Purpose of control of fountain type waterscape
7.1.2 Object of control of fountain type waterscape
7.2 Control method of fountain type waterscape
7.2.1 Procedure control of fountain
7.2.2 Music control of fountain
7.3 Practical example of control system for musical fountain
7.3.1 Musical fountain at Century Square in Nanjing Dong Lu in Shanghai
7.3.2 Software system design of fountain control
7.3.3 Hardware system design of fountain control
7.3.4 Chart of working principle of hardware system
7.3.5 Operation instruction of control system of musical fountain
Chapter 8 Exaggerating and contrasting effect of light for waterscape
8.1 Theoretical basis of optics
8.1.1 Basic measurement of optics
8.1.2 Principle of light emission of light source
8.2 Artificial light LED
8.2.1 What is LED?
8.2.2 Main advantages and problems of LED
8.3 Exaggerating effect of underwater color lights for waterscape
8.3.1 Underwater color lights
8.3.2 Selection of underwater color lights
8.3.3 Illumination design of underwater color lights
8.3.4 Maintenance of underwater color lights
8.4 Exaggerating effect of on-land color lights for waterscape
8.4.1 On-land color lights of waterscape
8.4.2 Composition and classification of lasers
8.4.3 Laser show
8.4.4 Hardware design and working principle of laser show system
8.4.5 Software design of laser show system
Chapter 9 Sustainable development of artificial waterscapes
9.1 Use of rain water
9.1.1 Necessity and possibility of use of rain water for waterscape
9.1.2 Water quality of rain run-off
9.1.3 Water quality required for waterscape environment
9.1.4 Collection of rain water
9.1.5 Calculation of rain flow
9.1.6 Rain water collection from road (square) surface with greenery and discharge device for initial rainfall
9.2 Safety
9.2.1 Hydraulic safety
9.2.2 Electric safety
9.2.3 Water quality safety
9.3 Operation cost of artificial waterscape
9.3.1 Composition of annual operation cost
9.3.2 Analysis of annual operation cost and measures for reducing the operation cost
9.4 Innovation and creative ideas
9.4.1 Innovation and superior works
9.4.2 Creative ideas
9.5 Professionals
9.5.1 Current status of professionals in landscape and waterscape area
9.5.2 Education, training and use of professional
Index
References