中国沿海地区城市洪水预测与风险分析

中国沿海地区城市洪水预测与风险分析

图书基本信息
出版时间:2009-6
出版社:水利水电出版社
作者:程晓陶
页数:267
字数:341000
书名:中国沿海地区城市洪水预测与风险分析
封面图片
中国沿海地区城市洪水预测与风险分析
前言
  This dissertation is an outcome spanning the joint of thecenturies from 1999 to 2002. It is an attempt to studythe new features of flood disasters during the speededup period of urbanization in the coastal areas of China,and to find out the intrinsic relationship that flood riskvaries with the socio-economic development, and theideas and modes of flood risk management that maymeet the demands of flood prevention. The new meansof numerical simulation techniques for floodriskprediction and analysis in urbanized areas are alsodiscussed with case studies of three coastal cities,Shenzhen, Guangzhou and Tianjin.In the past century, development and utilization of thelarge scale structural engineering measures andinformation techniques have greatly enhanced the floodcontrol capacities of human being, which satisfied thefundamental requirements of development in floodplainsduring the process of population explosion, increasedpressure in food supplies, and rapid urbanization.
内容概要
  本书以中国沿海地区为对象,系统介绍了沿海地区的各类洪水的时空分布特性与防洪体系的发展,分析了城市化对防洪形势演变的影响,综合比较了国内外在快速城市化阶段治水方略调整的措施,探讨了洪水风险管理的新理念,以及现代防洪体系逐步完善的内在规律与发展趋向。详细论述了城市化地区洪水风险分析的各种方法与洪水数值模拟的新技术,以深圳、广州、天津三个沿海地区的城市为实例,介绍了城市洪涝仿真系统的发展进程与应用成果。全书用英文撰写,可供防洪减灾科技与管理人员、大专院校相关专业师生参考,也有利于国际间的交流
书籍目录
PrefaceAc
knowl
edgmentsChapter
1
Introduction 1.1
Background 1.2
Objectives
of
Study 1.3
Scope
and
Methods
of
Study ReferencesChapter
2
Urbanization
Process
and
Changes
of
Flood
Control
Situations
in
the
Coastal
Regions
of
China 2.1
Survey
of
the
Coastal
Regions
in
China 2.2
Flood-related
Geographical
Features
of
the
Coastal
Regions 2.3
Flood
Risk
Changes
along
with
the
Urbanization2.4
Development
of
Urban
Flood
Control
Systems
and
the
Present
Issues
in
the
Coastal
Regions
of
China 2.5
Conclusions ReferencesChapter
3
Flood
Risk
Management:
Theory
and
Practice 3.1
Introduction 3.2
Flood,
Flood
Hazard
and
Flood
Risks 3.3
Trends
of
Strategy
Adjustments:
From
Flood
Control
to
Flood
Management
3.4
Flood
Prevention
and
Security
System:
Fundamental
Conception 3.5
Conclusions ReferencesChapter
4
Development
of
Urban
Flood
Simulation
Techniques 4.1
Introduction 4.2
Methodologies
of
Flood
Risk
Analysis 4.3
The
Urban
Flood
Risk
Analysis
System 4.4
Conclusions ReferencesChapter
5
Flood
Risk
Research
for
the
City
of
Shenzhenm
Case
Study
I 5.1
Introduction
5.2
Improvements
and
Examination
of
the
Shenzhen
UFSM 5.3
Application
of
UFSM
to
the
Assessment
of
Flood
Control
Planning
for
Shenzhen 5.4
Preliminary
Design
of
UFSM
Using
in
Flood
Control
Decision
Support
System
(FCDSS) 5.5
Conclusions References
Chapter
6
Evaluation
of
Flood
Risk
for
the
City
of
Guangzhou-Case
Study
 6.1
Introduction 6.2
Research
on
the
UFSM
Developingfor
Guangzhou 6.3
Establishment
and
Verification
of
the
GuangzhouUFSM 6.4
Flood
Risk
Assessment
for
Guangzhou
City 6.5
Application
of
the
Model
to
the
Flood
Risk
Management
System 6.6
Conclusions
 ReferencesChapter
7
The
Real-time
UFSM
for
the
City
of
Tianjiir--Case
Study
III 7.1
Introduction 7.2
Improvement
of
the
Urban
Flood
Simulation
Model 7.3
On
the
Real-time
Forecasting
Mode
of
UFSM 7.4
Verification
of
the
Tianjin
UFSM 7.5
Conclusions ReferencesChapter
8
Conclusions 8.1
Progress
in
this
Dissertation 8.2
Prospect
of
the
FutureAPPENDIX:
Equivalent
of
Special
Names
章节摘录
  Numerical
model
for
the
simulation
of
flooding
in
urban
areas
willbe
an
effective
method.
It
will
be
used
to
predict
the
floodbehaviors
under
the
varied
conditions
of
urbanization
as
well
as
theflood
control
systems,
offering
a
scientific
basis
to
realize
the
urbanflood
issues
for
the
future
and
to
make
flood
risk
managementsystems
reasonably.
In
recent
years,
the
author
has
undertaken
floodrisk
research
projects
for
some
coastal
cities,
such
as
Shenzhen,Guangzhou,
Shanghai
and
Tianjin.
An
Urban
flood
simulationsystem
has
been
developed
and
perfected
during
this
process.
Themodel
combined
with
the
advantages
of
both
Finite
Volume
Methodand
Finite
Difference
Method
has
been
transformed
from
regulargrid
to
non-structural
irregular
grid.
In
order
to
use
the
model
in
theurban
regions,
a
simulation
method
for
drainage
systems
has
beenimproved.
A
set
of
pre-and
post-treatment
software
serving
for
themodel
has
been
developed.
With
the
function
of
imaging
displayand
operator-computer
communication,
the
results
of
flooding
arevisible
on
screen,
which
makes
the
model
to
be
capable
to
inquirethe
information
during
the
calculation
and
to
deal
with
the
suddenaccidents
such
as
levee
break.
It
has
now
played
an
important
rolein
the
fields
of
flood
prediction
and
forecast,
flood
risk
analysis,flood
damage
assessment,
flood
control
planning
and
flood
fightingdecision
support
systems.
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