GIS-Based Approach to Sewer System Design
Publication: Journal of Surveying Engineering
Volume 125, Issue 1
Abstract
In planning and design of sewer networks, most decisions are spatially dependent because of the right-of-way considerations and the desire to have flow by gravity. The geographic information system- (GIS-) based approach takes advantage of the spatial analysis capability of GIS in combination with a sewer design program to develop an integrated procedure for the design of sewer systems. The program that was developed uses the user specified manholes' locations to generate the sewer network. The GIS is used to analyze the area's topography, surface features, and street network to delineate subwatersheds, to locate pump stations, and to determine the path for the force main. The program was successfully demonstrated for two areas in the town of Blacksburg, Va. In comparison with a traditionally designed path for the force main, the developed approach results in a better design. It also was possible to design a complete sewer network with minimal human intervention.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Agbenowosi, N. ( 1995). “GIS based optimal design of sewer networks and pump stations,” MS thesis, Virginia Polytechnic Institute and State University, Blacksburg, Va., 199.
2.
ARC/INFO version 6.1. (1992). Environmental Systems Research Institute, Redlands, Calif.
3.
Charalambous, C., and Elimam, A. A. (1997). “Heuristic design of sewer networks.”J. Envir. Engrg. Div., ASCE, 116(3), 1181–1199.
4.
Dajani, J. S., Hasit, Y., and McCullers, S. ( 1977). “Mathematical programming in sewer network design.” Engrg. Optimization, (3), 27–35.
5.
Manual of Engineering Practice, No. 37. (1970). “Design and Construction of Sanitary and Storm Sewers.” ASCE, New York.
6.
“GIS leads to more efficient route planning.” (1993). Oil and Gas J., 91(17), 81.
7.
Gray, D. D., Pacheco, M. A., Coffman, R. L., and Quaranta, J. D. ( 1992). “Gravity sewer design program version 3.0 M: User's guide.” West Virginia University, Morgantown, W.Va.
8.
Lui, G., and Matthew, R. G. S. (1990). “New approach for optimization of urban drainage systems.”J. Envir. Engrg., ASCE, 116(5), 927–944.
9.
Orth, H., Nandy, B., and Rabbani, W. I. ( 1984). “Design of urban drainage networks by a combined dynamic programming and branch-and-bound approach.” Proc., 3rd Int. Conf. on Urban Drain., Chalmers University, Göteberg, Sweden, 655–664.
10.
Przybyla, J., and Kiesler, C. L. ( 1991). “Extending GIS capabilities for enhanced sewer system modeling.” Proc., Conf., Civil Engineering Applications of Remote Sensing and Geographic Information Systems, ASCE, New York, 105–114.
11.
Tchobanoglous, G. ( 1981). Wastewater engineering: Collection and pumping of wastewater. McGraw-Hill, New York.
12.
Tekeli, S., and Belkaya, H. (1986). “Computerized layout generation for sanitary sewers.”J. Water Resour. Plng. and Mgmt., ASCE, 112(4), 500–515.
13.
Walters, G. A. ( 1985). “The design of the optimal layout for a sewer network.” Engrg. Optimization, (9), 37–50.
Information & Authors
Information
Published In
History
Received: Feb 19, 1998
Published online: Feb 1, 1999
Published in print: Feb 1999
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.