| Computational Civil Engineering Conference 2019 | |
| Contributions to simulation of the non-permanent movement in sewerage collectors | |
| 土木建筑工程 | |
| Luca, M.^1 ; Luca, A.L.^2 ; Scripcariu, C.F.^3 ; Chirica, S.^3 | |
| Hydroamelioration and Environmental Protection Department, Gheorghe Asachi Technical University of Iasi, Iasi City | |
| 700050, Romania^1 | |
| Polias-Company, Iasi City | |
| 700585, Romania^2 | |
| Doctoral School, Gheorghe Asachi Technical University of Iasi, Iasi City | |
| 700050, Romania^3 | |
| 关键词: Characteristic method; Computational program; Differential operation; Hydraulic features; Matlab programming; Model implementation; Permanent movement; Saint Venant equation; | |
| Others : https://iopscience.iop.org/article/10.1088/1757-899X/586/1/012037/pdf DOI : 10.1088/1757-899X/586/1/012037 |
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| 学科分类:土木及结构工程学 | |
| 来源: IOP | |
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【 摘 要 】
The water movement of the sewer collectors is of a non-permanent type because of the variation in flow over time. Non-permanent movement in collectors is mathematically modelled by the Saint Venant equations. To solve the equation system, the characteristic method was used, provided that both equations are quasi-linear in the unknown h and Q. Non-dynamic contouring conditions are given by the hydraulic feature of the collectors / tanks located on the collector. Dynamic contour conditions are rendered by the collector-specific equations (river level effluent hydrograph, manoeuvring parameters of the boiler, manoeuvring characteristics at pumping stations, etc.). For the mathematical model implementation, a computational program was developed in the Matlab programming environment (Variation Gradual Collector Program). The program was used to simulate the non-permanent movement in the main sewerage collector "Cacaina" from the sewerage network of the city of Iasi. The simulation of the non-permanent movement was done in two collector evacuation scenarios (gravity and pumping). The analysis of the results obtained for scenario 2 highlights the differential operation of the eight collector sections separated by the side feeders. Simulation of the movement has highlighted the exceeding of the minimum and maximum values of the parameters imposed by the operating rules.
【 预 览 】
| Files | Size | Format | View |
|---|---|---|---|
| Contributions to simulation of the non-permanent movement in sewerage collectors | 761KB |
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