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云计算-基于多功能区自净需水量计算理论的城市水系水质问题研究.pdf
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云计算-基于多功能区自净需水量计算理论的城市水系水质问题研究.pdf
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II
万方数据
III
ABSTRACT
With the development of city, the water pollution in the city is more and more
serious. It has become an important issue to solve the problem of urban black smelly
water body in the development of the city. As an engineering measure to solve the
problem of water environment, the water system connected engineering is
characterized by quick effect and is beneficial to the rational allocation of water
resources. In the water system connected engineering, it is one of the key problems to
determine the reasonable water transfer flow.
At first, the summary of the research progress is put forward in this paper on
China's current situation and river connectivity successes have been achieved, and a
two-dimensional hydrodynamic numerical simulation of water quality research
progress at home and abroad are summarized, laying the groundwork for the
following numerical simulation research.
Then the geographical location of the water system in the city center of Haikou,
the composition of the water system and the water quality of the river system are
introduced. At the same time, the paper puts forward the solution of the water system
connectivity and the layout of the connected project in the central urban area of
Haikou, so as to determine the research direction and the research question of this
paper.
Secondly, according to the research results of the original river self purification
water demand, multi-function formula of river self- purification water requirement
is put forward. Then, according to the population living conditions and the living
conditions of the local people in the city of Haikou City, the pollutant loads
discharged into the river are quantitatively predicted. Finally, the distribution of
pollutants discharged into the river by using the multi zone, the river self purification
water demand calculation of the river ecological self purification water demand, so as
to determine the water diversion scheme of river connectivity.
The theoretical knowledge of this model , using the research and thorough
analysis the control equation of one dimensional hydrodynamic water quality and
discrete methods pave the way for the theoretical basis for the following
one-dimensional hydrodynamic and water quality simulation. At the same time, the
万方数据
IV
two dimensional hydrodynamic water quality equations are also studied and discussed
in detail, which is the foundation for the following theoretical analysis.
According to the results above the river self purification water demand
determined , water diversion scheme combined with the central city of Haikou river
basin terrain is established. Then the paper establishs the corresponding
one-dimensional hydrodynamic and water quality as well as two-dimensional
hydrodynamic and water quality model to calculate the water situation under the
corresponding condition of water pollutant concentration changes. It is to determine
the rationality of the river system, and provide theoretical basis for improving the
water power of the central city.
KEY WORDS
:
Water system connectivity, Downtown of Haikou, Self-cleaning
water demand, Water power, Water quality, Numerical simulation
万方数据
V
目
录
第一章
绪论
.................................................................................................................................... 1
1.1
问题的提出
............................................................................................................................. 1
1.1.1
研究背景
........................................................................................................................ 1
1.1.2
问题提出
........................................................................................................................ 2
1.2
国内外研究现状与分析
......................................................................................................... 3
1.2.1
水系连通研究状况
........................................................................................................ 3
1.2.2
自净需水量研究状况
..................................................................................................... 4
1.2.3
水质模拟研究状况
........................................................................................................ 5
1.3
本文主要的研究内容
............................................................................................................. 6
第二章
海口市中心城区水系设计概况
......................................................................................... 9
2.1
海口市中心城区水系概况
..................................................................................................... 9
2.2
海口市中心城区水系介绍
..................................................................................................... 9
2.2.1
水系组成状况
................................................................................................................ 9
2.2.2
水系特征
...................................................................................................................... 10
2.2.3
水文状况
...................................................................................................................... 12
2.3
中心城区水质状况
............................................................................................................... 13
2.3.1
供水区水质状况
.......................................................................................................... 13
2.3.2
受水区水质状况
.......................................................................................................... 13
2.4
中心城区水系连通方案
....................................................................................................... 14
2.4.1
总体规划
...................................................................................................................... 14
2.4.2
具体思路
...................................................................................................................... 15
2.5
本章小结
............................................................................................................................... 15
第三章
中心城区水系生态自净需水量计算
............................................................................... 17
3.1
多功能区河道自净需水量计算理论
.................................................................................... 17
3.1.1
河道功能区划分
.......................................................................................................... 17
3.1.2
一维水质对流扩散方程
............................................................................................... 18
3.1.3
多功能区河道自净需水量计算公式
........................................................................... 19
3.2
湖泊生态自净需水量计算
................................................................................................... 22
3.3
污染物负荷预测
................................................................................................................... 22
万方数据
VI
3.3.1
污染物负荷预测理论
................................................................................................... 22
3.3.2
中心城区各水系污染物预测
....................................................................................... 24
3.4
水系自净需水量计算
........................................................................................................... 25
3.4.1
河道自净需水量计算
................................................................................................... 25
3.4.2
湖泊自净需水量计算
................................................................................................... 26
3.5
本章小结
............................................................................................................................... 27
第四章
一、二维水流数值模拟的控制方程及数值解法
........................................................... 29
4.1
一维数值模拟
....................................................................................................................... 29
4.1.1
一维水动力模型控制方程
........................................................................................... 29
4.1.2
一维水动力模型数值解法
........................................................................................... 30
4.1.3
一维水质模型控制方程及离散方法
........................................................................... 31
4.2
二维数值模型
....................................................................................................................... 33
4.2.1
二维水流运动的控制方程
........................................................................................... 33
4.2.2 MIKE21 FM
模型数值解法
.......................................................................................... 34
4.2.3
二维水质控制方程及其数值解法
............................................................................... 36
4.3
本章小结
............................................................................................................................... 37
第五章
海口市中心城区水系水质数值模拟分析
....................................................................... 39
5.1
一维水动力水质数值模拟分析
............................................................................................ 40
5.2
一维河道建模分析
............................................................................................................... 40
5.2.1
一维水动力水质模型简介
........................................................................................... 40
5.2.2
计算区域的水系概化
................................................................................................... 41
5.2.3
边界条件及参数设置
................................................................................................... 42
5.2.4
糙率确定
...................................................................................................................... 42
5.2.5
一维数值模拟结果分析
............................................................................................... 44
5.3
二维水流数值模拟分析
....................................................................................................... 47
5.3.1 MIKE21 FM
模块简介
................................................................................................. 47
5.3.2
网格划分
...................................................................................................................... 48
5.3.3
模型参数选取
.............................................................................................................. 49
5.3.4
结果分析
...................................................................................................................... 50
5.4
本章小结
............................................................................................................................... 56
第六章
结论与展望
...................................................................................................................... 57
6.1
结论
....................................................................................................................................... 57
万方数据
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