Development of One Dimensional Numerical Model on Large Water Diversion System

2015 ◽  
Vol 744-746 ◽  
pp. 1062-1065
Author(s):  
Cheng Zhang ◽  
Lin Zha
Keyword(s):  
Numerical Model ◽  
Boundary Conditions ◽  
Water Level ◽  
Large Scale ◽  
Water Diversion ◽  
One Dimensional ◽  
Continuous Simulation ◽  
North Water ◽  
Flow Transitions ◽  
Parallel Connections

A one-dimensional numerical model was developed for unsteady-flow in a large-scale conveyance channel with complex inner boundary conditions. Using Taylor expansion and finite difference method, this model incorporated three types of inner boundary conditions, including regulators, inverted siphons, and flumes with parallel connections. It can facilitate continuous simulation with large-amplitude variations in water level and flow discharge during the flow transitions. Transition flows were simulated by this model, which were caused by the operation of a single gate of the Middle Route of the South-to-North Water Diversion Project. The discharges of simulation were consistent with the discharges of formulas calculation, and the water level variations accords with hydraulic law. The results indicate its efficiency and applicability on simulating hydraulic response of large-scale conveyance channels with complex inner boundary conditions.

Analysis of Crack Initiation and Treatment in the South-to-North Water Diversion Suining Two Station Project

2013 ◽  
Vol 368-370 ◽  
pp. 1123-1127
Author(s):  
Ze Jun Liu ◽  
Jun Hao Wang ◽  
Qing Shan Zheng ◽  
Yue Xin She ◽  
Yi Jiang
Keyword(s):  
Crack Initiation ◽  
Large Scale ◽  
Water Diversion ◽  
Regulatory Requirements ◽  
Substantial Impact ◽  
Geological Conditions ◽  
Project Construction ◽  
Long Time ◽  
North Water ◽  
Better Than

For projects, especially large-scale projects, due to the long time of project construction, the construction of the complexity of the geological conditions, sometimes inevitably lead to quality defects.How scientific and reasonable quality defects hidden works to take remedial measures, or effective correction to restore the loss of time, cost, quality, safety,become an important engineering problem.Some cracks, will not have a substantial impact on the project, you can take measures to deal with to ensure proper implementation of the project.The article takes the analysis of crack initiation and Treatment in the Suining two station project.There are a lot of reference in processing defects in the country's large projects.Statistical indicators from the implementation of the results, analysis shows that to achieve even better than the regulatory requirements, and achieved the expected results.

scholarly journals Detecting Water Diversion Fingerprints in the Danjiangkou Reservoir from Satellite Gravimetry and Altimetry Data

Sensors ◽  
2019 ◽  
Vol 19 (16) ◽  
pp. 3510
Author(s):  
Nengfang Chao ◽  
Gang Chen ◽  
Zhicai Luo ◽  
Xiaoli Su ◽  
Zhengtao Wang ◽  
...  
Keyword(s):  
Water Level ◽  
Water Storage ◽  
Water Diversion ◽  
Spatiotemporal Variability ◽  
Spatiotemporal Pattern ◽  
The South ◽  
Danjiangkou Reservoir ◽  
Water Diversion Project ◽  
North Water ◽  
And Storage

The Danjiangkou Reservoir (DJKR) is the freshwater source for the Middle Route of the South-to-North Water Diversion Project in China, and its water level and storage changes are important for water resource management. To maximize the potential capacity of the Gravity Recovery and Climate Experiment (GRACE) mission, an improved Lagrange multiplier method (ILMM) is first proposed to detect terrestrial water storage anomalies (TWSA) in the small-scale basin (DJKR). Moreover, for the first time, water diversion fingerprints are proposed to analyze the spatiotemporal pattern of the TWSA in the DJKR. The results indicate that the increased water level and storage signals due to the DJKR impoundment in 2014 can be effectively detected by using the ILMM, and they agree well with the results from altimetry and in situ data. Additionally, the water diversion fingerprints due to the DJKR impoundment are inferred, and describe the progression of spatiotemporal variability in water storage. The results show that water storage decreased in the upper Hanjiang River and increased in the DJKR as well as to the east of it during the period 2013–2015. Our research provides a scientific decision-making basis for monitoring the water resources of the DJKR and managing the South-to-North Water Diversion Project.

scholarly journals Operation method of allowing variation interval of downstream water level in the middle route of South-to-North Water Diversion Project

2018 ◽  
Vol 246 ◽  
pp. 01039
Author(s):  
Yongyan Wu ◽  
Huiyong Huang ◽  
Qi Li ◽  
Yibo Yan
Keyword(s):  
Water Level ◽  
Water Diversion ◽  
Water Users ◽  
Operation Method ◽  
Water Diversion Project ◽  
Check Gate ◽  
Saint Venant Equations ◽  
North Water ◽  
Flow Changes ◽  
Variation Interval

To realize demand-oriented operations in the middle route of South-to-North Water Diversion Project, this paper proposed a pool operation method that a variation interval of water level at the upstream of the check gate is allowed. In this method, water users’ demand for flow changes can be satisfied as much as possible. Accordingly, downstream water depth is kept to fluctuate within a certain range, which is determined considering the canal safety, the operation frequency of check gates and the pool delay. The method is tested using the self-developed simulation platform for the middle route of South-to-North Water Diversion Project, which is established based on the Saint-Venant equations and programmed with the language Fortran. Results show that the flow changes demanded by water users, either increase or decrease, can be achieved effectively, while the water level variations can meet the restrictions for canal operation safety, and the frequency of gate adjustment is practically acceptable as well. Therefore, the operation method of allowing variation interval of downstream water level is suitable in the middle route of South-to-North Water Diversion Project at the current stage.

scholarly journals Impact on operation of the Middle Route Project of South-to-North Water Diversion

2018 ◽  
Vol 246 ◽  
pp. 01040
Author(s):  
Hui Wan ◽  
Huiyong Huang ◽  
Sidong Zeng ◽  
Yibo Yan ◽  
Yongyan Wu ◽  
...  
Keyword(s):  
Water Resources ◽  
Water Level ◽  
Water Diversion ◽  
Safe Operation ◽  
Ecological Civilization ◽  
Long Distance ◽  
Emergency Rescue ◽  
North Water ◽  
Control Failure ◽  
The Impact

The inter-basin water transfer project is one of the most important means to solve the uneven distribution of water resources in time and space, rationally allocate water resources, and promote the construction of water ecological civilization. Research on the operation impact and channel hydraulic response is meaning for the safe operation of long-distance water conveyance canals. Taking the Middle Route Project (MRP) of South-to-North Water Diversion (SNWD) as example, this paper built the onedimensional steady and unsteady flow model and investigated the impact of roughness change, emergency rescue technology and equipment, and sluice control failure. Results showed that increased roughness decreased the water diversion efficiency of MRP to some degree. The emergency rescue technology and equipment occupied the channel section and declined flow capacity. The occurrence of sluice control failure relatively played an increasing impact on upstream water level and a decreasing impact downstream water level and flow discharge. The impact of the above scenarios on the scheduling operation can be reduced to a certain extent by regular cleaning and maintenance, development of rational water emergency rescue project, development of staff skill, etc. This research can provide support for safe operation and regulation of the MRP of SNWD.

A Multi-Agent Simulation Model for Water Resources Allocation and Scheduling

2012 ◽  
Vol 433-440 ◽  
pp. 1447-1452
Author(s):  
Wei Huang ◽  
Xing Nan Zhang ◽  
Jian Ying Wang
Keyword(s):  
Water Resources ◽  
Simulation Model ◽  
Large Scale ◽  
Complex Adaptive System ◽  
Modelling And Simulation ◽  
Water Diversion ◽  
Resources Allocation ◽  
Water Resources Allocation ◽  
Complex Adaptive ◽  
North Water

The South-to-North Water Diversion Eastern Route Project of China is a complex large scale system. It is important of constructing a modelling and simulation for this type of system. This paper proposes a modelling and simulation technique for large scale water project based on Agent calculation and complex adaptive system (CAS). The simulation experiment system, about multi-Agents of water resources in East CAS management features is conducted using SWARM. We demonstrate also the interaction within all kinds of objects and the behaviour of system evolvement in the course of water resources allocation and scheduling. The simulation results show the proposed simulation model effective.

Study on the Infiltration Rule of Expansive Rock Canal Slope

2014 ◽  
Vol 624 ◽  
pp. 582-587
Author(s):  
Er Ping Zhao ◽  
Xiao Bing Jia ◽  
Qiu Fei Liu ◽  
Xuan Yan
Keyword(s):  
Water Level ◽  
Permeability Coefficient ◽  
Rainfall Intensity ◽  
Characteristic Curve ◽  
Underground Water ◽  
Water Diversion ◽  
Saturation Zone ◽  
North Water ◽  
Underground Water Level ◽  
Continuous Rainfall

In order to find out the infiltration rule of expansive rock canal slope, take the expansive rock in south-to-north water diversion project as sample. First, soil-water characteristic curve of expansive rock test was carried out. It predicts the unsaturated infiltration coefficient. Then, based on the test result and the saturated-unsaturated seepage theory, the varying law of seepage field under different rainfall intensity was studied. The results show that when the rainfall intensity is less than the slope material saturated permeability coefficient, with the increase of slope rainfall duration, the underground water level rises gradually, but the increase is very small. Meanwhile, there isn't saturation zone on the surface of the slope. When the rainfall intensity is greater than or equal to the slope material saturated permeability coefficient, after one day's continuous rainfall, saturation zone appears in the slope surface. After 5 days' continuous rainfall, saturation zone appears in the middle of the slope (elevation: 89m). After 12 days' continuous rainfall, the underground water level arrives at the slope toe. So, in order to prevent slope sliding under the rainfall infiltration condition, both the slope toe and the middle of the slope should all be given enough attention, and it is not only necessary but also essential to take drainage measures in the relevant position in advance.

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