CLC number: TU992.4
On-line Access: 2010-04-27
Received: 2009-04-06
Revision Accepted: 2009-08-07
Crosschecked: 2010-03-30
Cited: 0
Clicked: 5510
Yong-chao Zhou, Tian Li. Optimized operation plan for sewer sediment control[J]. Journal of Zhejiang University Science A, 2010, 11(5): 335-341.
@article{title="Optimized operation plan for sewer sediment control",
author="Yong-chao Zhou, Tian Li",
journal="Journal of Zhejiang University Science A",
volume="11",
number="5",
pages="335-341",
year="2010",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.A0900082"
}
%0 Journal Article
%T Optimized operation plan for sewer sediment control
%A Yong-chao Zhou
%A Tian Li
%J Journal of Zhejiang University SCIENCE A
%V 11
%N 5
%P 335-341
%@ 1673-565X
%D 2010
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A0900082
TY - JOUR
T1 - Optimized operation plan for sewer sediment control
A1 - Yong-chao Zhou
A1 - Tian Li
J0 - Journal of Zhejiang University Science A
VL - 11
IS - 5
SP - 335
EP - 341
%@ 1673-565X
Y1 - 2010
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.A0900082
Abstract: Severe operational problems of sediment deposition have frequently occurred in stormwater sewer systems in Shanghai city due to the flat topography of the area and serious illicit connections. To control sewer sediment and its subsequential problems, optimized operation plans were proposed and an innovative performance assessment method was developed. simulation results demonstrated that, through changing the way of pump operation and installing necessary actuators in the system, the optimized operations, especially batch intermittent intercept plan, effectively improved the flow velocity in the entire system in dry-weather condition. In conclusion, the optimized operation is an innovative idea for improving the performance and solving the problem of sediment deposition in the sewer system in Shanghai, China.
[1]Ahyerre, M., Chebbo, G., Saad, M., 2001. Nature and dynamics of water sediment interface in combined sewers. Journal of Environmental Engineering, 127(3):233-239.
[2]Arthur, S., Ashley, R.M., Nalluri, C., 1996. Near bed solids transport in sewers. Water Science & Technology, 33(9):69-76.
[3]Ashley, R.M., Fraser, A., Burrows, R., Blanksby, J., 2000. The management of sediment in combined sewers. Urban Water, 2(4):263-275.
[4]Bertrand-Krajewski, J.L., 2003. Sewer sediment management: some historical aspects of egg shape sewers and flushing tanks. Water Science & Technology, 47(4):109-122.
[5]Bertrand-Krajewski, J.L., Campisano, A., Creaco, E., Modica, C., 2005. Experimental analysis of the Hydrass flushing gate and field validation of flush propagation modeling. Water Science & Technology, 51(2):129-137.
[6]Bertrand-Krajewski, J.L., Bardin, J.P., Gibello, C., 2006. Long term monitoring of sewer sediment accumulation and flushing experiments in a man-entry sewer. Water Science & Technology, 54(6-7):109-117.
[7]Butler, D., May, R., Ackers, J., 2003. Self-cleansing sewer design based on sediment transport principles. Journal of Hydraulic Engineering, 129(4):276-282.
[8]Campisano, A., Creaco, E., Modica, C., 2004. Experimental and numerical analysis of the scouring effects of flushing waves on sediment deposits. Journal of Hydrology, 299(3-4):324-334.
[9]Campisano, A., Creaco, E., Modica, C., 2007. Dimensionless approach for the design of flushing gates in sewer channels. Journal of Hydraulic Engineering, 133(8):964-972.
[10]Cardoso, M.A., Coelho, S.T., Praca, P., Brito, R.S., Matos, J., 2005. Technical performance assessment of urban sewer systems. Journal of Performance of Constructed Facilities, 19(4):339-346.
[11]Crabtree, R.W., 1989. Sediments in sewers. Journal of the Institution of Water and Environmental Management, 3(6):569-578.
[12]Dettmar, J., Staufer, P., 2005. Modelling of flushing waves for optimising cleaning operations. Water Science & Technology, 52(5):233-240.
[13]Fan, C.Y., Field, R., Lai, F.H., 2003. Sewer-sediment control: overview of an environmental protection agency wet-weather flow research program. Journal of Hydraulic Engineering, 129(4):253-259.
[14]GB 50014-2006, 2006. The Design Criteria for Urban Drainage. Ministry of Urban Development of P. R. China. China Architecture & Building Press, Beijing.
[15]Guo, Q.Z., Fan, C.Y., Raghaven, R., Field, R., 2004. Gate and vacuum flushing of sewer sediment: Laboratory testing. Journal of Hydraulic Engineering, 130(5):463-466.
[16]Ning, J., 2006. Study on Rainstorm Intensity Formula for Short Duration and Design Hyetograph of Shanghai. MS Thesis, Tongji University, Shanghai, China (in Chinese).
[17]Novak, P., Nalluri, C., 1975. Sediment transport in smooth fixed bed channels. Journal of Hydraulic Engineering, 101(9):1139-1154.
[18]Pisano, W.C., Barsanti, J., Joyce, J.J., Sorensen, H.J., 1998. Sewer and Tank Sediment Flushing: Case Studies. Report No. EPA/625/R-98/157 (NTIS PB 99-127839), U. S. Environmental Protection Agency, National Risk Management Research Laboratory, Cincinnati.
[19]Pisano, W.C., O’Riordan, O.C., Ayotte, F.J., Barsanti, J.R., Carr, D.L., 2003. Automated sewer and drainage flushing systems in Cambridge, Massachusetts. Journal of Hydraulic Engineering, 129(4):260-266.
[20]Yao, K.M., 1974. Sewer line design based on critical shear stress. Journal of Environmental Engineering, 100(2):507-520.
[21]Zhu, M.Q., Wang, R.C., 2006. Application of high new technique in maintenance of drainage pipeline network. Underground Pipeline Management, 2:12-17 (in Chinese).
Open peer comments: Debate/Discuss/Question/Opinion
<1>
kuangaibin@429398387<kuangaibin87@163.com>
2010-05-16 10:11:18
Good ideal!