Mike Model Practical Technical Guidance

 Mathematical models play an important role in the fields of water environment assessment, flood control assessment, and sewage outfall demonstration. With the continuous increase of human activities and the increasingly prominent environmental problems, the protection and management of water resources and water environment have become crucial. To better understand and address these challenges, mathematical models become a powerful tool that can provide quantitative analysis, prediction, and decision support.

Mathematical models play an important role in water quality, water quantity and aquatic ecology. By establishing a hydrodynamic model, changes in water level, velocity, and flow can be simulated, and the impact of the project on river flood discharge can be evaluated. By establishing a water quality model, we can simulate the diffusion and transfer of pollutants, evaluate the impact of engineering construction on water quality, and formulate corresponding water quality protection measures. At the same time, using the mathematical model, it is possible to evaluate the impact of the setting of sewage outlets into the river on the water quality of water intakes and third parties, and to demonstrate the rationality of the setting of sewage outlets into the river.

In the field of flood protection evaluation, mathematical models play a key role in flood simulation and risk assessment. The flood model can simulate the formation, propagation and evolution process of flood, predict the changes of water level field and flow velocity field before and after the construction of the project, so as to demonstrate the impact of project construction on the flood discharge capacity of the river, and evaluate the feasibility of the river-related scheme.

During the demonstration process of the sewage outlet, the mathematical model can simulate the transmission and diffusion process of pollutants in the water body, and evaluate the impact of pollutants discharged from the sewage outlet on the water environment. These models can help determine the location, quantity and discharge concentration of sewage outlets, optimize sewage discharge strategies, and provide water environmental management measures. The water quality assessment model can combine monitoring data and water quality indicators to evaluate the impact of the sewage outlet on the water quality of the water body, judge whether the water body meets the relevant water quality standards, and provide suggestions for improvement.

Commonly used mathematical model software, such as HEC-RAS, MIKE series software, EFDC, DELFT3D, FVCOM, SWAT+, SWMM, EFDC, etc. These mathematical model software cover different fields and application ranges, and provide a wealth of functions and algorithms to support water environment assessment, flood control assessment and sewage outfall demonstration. However, it should be noted that the mathematical model is only one of the auxiliary decision-making tools, and its application still needs to be combined with the actual situation, reasonable setting of parameters and input data, and combination with on-site monitoring. In addition, the accuracy and reliability of the model also need to be continuously verified and improved to ensure the scientificity and effectiveness of its application.

The lecturers come from domestic scientific research institutes and key universities. They have rich experience in scientific research and engineering technology. Published more than 30 papers, including 10 SCI/EI indexed papers, and 3 monographs on the verification of (water environment capacity), demonstration of the establishment of sewage outlets into rivers, and flood control impact assessment examples. Presided over more than 20 provincial and ministerial key research projects, and presided over more than 50 related projects. 6 patents have been applied for, and 3 patents have been authorized. 

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Learning Content

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Topic 1:

Application of one-dimensional hydrodynamic model in river hydrodynamic simulation

Through practical examples, master the one-dimensional constant and non-constant hydrodynamic simulation of simple river MIKE, evaluate the change process of water level under different working conditions, and master the production process of river network files, section files, boundary files, parameter files, and simulation files.

1.1 The overall structure of the  MIKE11 model

1.2 Creation of river network files 

 

1.3 Creation of River Section Files

1.4 Preparation of boundary condition files

1.5 Simulation  file creation

1.6 Calculation result analysis

 

 

 

 

 

 

 

 

 

 

Topic 2:

One-dimensional complex river network model construction and building setting

Taking the Xijiang river network model of the Pearl River Basin as an example, it describes the process of making and connecting the complex ring river network, and introduces the setting of boundary conditions. Combined with the one-dimensional single channel model, it introduces the setting of weirs, culverts, bridges, and gates:

2.1 Production of complex river network files 

 

2.2 Setting of boundary conditions of complex river network

 

2.3  Building arrangement and its application in flood control impact assessment

 

 

 

 

 

 

 

 

 

Topic three:

Application of One-Dimensional Water Quality Model in River Sewage Outlets and Environmental Impact Assessment

 

Still taking the one-dimensional model of the lower reaches of the Jialing River as an example, combined with the estuary gate construction project, the application of the MIKE11 one-dimensional water quality model (AD) and biochemical model (Ecolab) in the environmental impact assessment of construction projects will be explained.

3.1 Demonstration of setting up river sewage outlets

3.1.1 Simulation forecast indicators

COD, ammonia nitrogen, BOD5, TP and other indicators

3.1.2 Simulation and prediction conditions

3.1.3 Evaluation of prediction results

3.2 Environmental impact  assessment

3.2.1 模拟预测指标

COD、氨氮、BOD5-DO等指标的模拟预测分析。

3.2.2 模拟预测工况

 建闸工程前工况,建闸工程后工况。

3.2.3 预测结果分析

 

 

 

 

 

 

 

 

 

 

 

专题四:

平面二维水动力模型的构建和验证

以长江马鞍山采石河段为例,讲解平面二维水动力模型网格文件的制作,边界条件设置,模型率定和验证等内容。

4.1 确定模型预测范围

  

4.2 利用MIKE21 Mesh Generator进行网格剖分

 

4.3 利用MIKE 21 Simulator构建模拟文件

包括设置计算时间、糙率参数、边界条件和输出文件格式设定。

 

4.4 模型验证

 

 

 

 

 

 

专题五:

平面二维水动力模型在防洪影响评价中的应用

学习如何利用直接模拟法、附加阻力法、修改地形法等不同的方法在平面二维数学模型中概化码头、桥墩等建筑物,分析工程运行前后对上下游洪水位、流速、流向的影响。

5.1 如何在MIKE21模型中概化涉水工程

5.2 分析工程运行前后洪水水位变化

  

 

 

 

 

 

 

 

 

 

 

 

 

专题六:

平面二维水动力水质模型在入河排污口论证中的应用

以长江武汉河段为教材,讲解基于二维水质模型的大型河流入河排污口的水环境影响预测。

6.1 利用MIKE Mesh Generator剖分四边形网格

6.2 地形插值

6.3 计算工况设计

6.4 边界条件取值

皮尔逊III型曲线绘制,水位流量关系曲线选取设计水位。

  

6.5 计算结果展示与数据处理

6.6 入河排污口设置影响分析与评价

 

 

 

专题七:

平面二维水动力水质模型在建设项目环境影响评价中的应用

以台州市椒(江)江河口水利工程建设环评为例,讲解基于二维水质模型的地表水环境影响预测评价的建模流程河工作流程。

7.1 预测评价范围

7.2 模型地形插值

   

7.3 污染源调查与输入

7.4计算工况设计

7.5 计算结果与分析

 

 

 

专题八:

水域纳污能力核定与限制排污总量方案制定

针对不同的水体,结合具体实例,讲解水域纳污能力核算过程中涉及到的相关模拟应用:

8.1 保护区、保留区、缓冲区水域纳污能力计算方法

保护区一般禁止新设入河排污口,水域纳污能力取为零;保留区和缓冲区一般禁止新设入河排污口,水域纳污能力采用调查法,现状入河污染负荷量即为其水域纳污能力。

8.2 中小型河流开发利用区水域纳污能力计算模型

一维模型适用于污染物在横断面上均匀混合的中、小型河段。污染物浓度按式(1)计算。

式中 为起始断面背景浓度,mg/L;

Cx为流经x距离后的污染物浓度,mg/L;

x为沿河段的纵向距离,m;

u为设计流量下河道断面的平均流速,m/s;

K为污染物综合衰减系数,1/s;

相应的水域纳污能力M按式(2)计算。

    

8.3 大型河流开发利用区水域纳污能力计算

对于顺直河段,忽略横向流速及纵向离散作用,且污染物排放不随时间变化时,二维对流扩散方程为:

8.4 湖泊、水库水域纳污能力计算

对于非均匀混合的大中型水库,当污染物进入水库后,污染仅出现在排污口附近的水域,非持久性污染物浓度为:

当在设定的半径范围内,水质浓度C恰好满足水质管理目标浓度Cs时,排污口污染物排放量就是允许排放量,也即为该排污口对应的水域纳污能力,根据式改写为(8):

原文链接:基于数学模型一维二维水动力模拟、水质建模、复杂河网构建技术及典型实例应用

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Origin blog.csdn.net/weixin_55561616/article/details/132616716