EDITORIAL
May 1, 2000

Editorial

Publication: Journal of Water Resources Planning and Management
Volume 126, Issue 3
First page of PDF

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References

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Al-Wehsah, R. A., and El-Khoury, F. (1999). “Flood analysis and mitigation for Petra area in Jordan.”J. Water Resour. Plng. and Mgmt., ASCE, 125(3), 170–177.
2.
Bettes, R. (1996). “Infiltration-drainage manual of good practice.” Rep. 156, Construction Industry Research and Information Association, London.
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Carmon, N., Shamir, U., and Meiron-Pistiner, S. (1997). “Water-sensitive urban planning: Protecting groundwater.” J. Envir. Plng. and Mgmt., 40(4), 413–434.
4.
Carmon, N., and Shamir, U. ( 1997). “Water-sensitive urban planning: Concepts and preliminary analysis.” Groundwater in the urban environment: Problems, processes and management, Chilton et al., eds., Balkema, Rotterdam, The Netherlands, 107–113.
5.
“Comparison of water consumption with and without water saving devices in the home—1,188 homes in 12 North American cities—shows a potential saving of 30% (22.1 gcd = 83.7 lcd).” 〈http://www. waterwiser.org〉.
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Ferguson, B. K. (1990). “Urban stormwater infiltration: Purposes, implementation, results.” J. Soil Sci. and Water Conserv., 45(6), 605–609.
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Harbor, J. M. (1994). “A practical method for estimating the impact of land-use change of surface runoff, groundwater recharge and wetland hydrology.” J. Am. Plng. Assoc., 60(1), 95–107.
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Herath, S., Musiake, K., and Hironaka. (1993). “Evaluation of basin scale effects of infiltration system.” Proc., 6th Conf. on Urban Storm-water Drain., H. Torno and J. Marsalek, American Society of Civil Engineers, New York.
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Konrad, C. P., Burges, S. J., and Jensen, B. W. ( 1995). “An examination of stormwater detention and infiltration at the scale of an individual residence in the Sammamish Plateau of King County, Washington,” Tech. Rep. No. 148, Water Resources Series, Dept. of Civil Engineering, University of Washington, Seattle, Wash.
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Kronaveter, L., Shamir, U., and Kessler, A. (2000). “Water-sensitive urban planning: Modeling on-site infiltration.”J. Water Resour. Plng. and Mgmt. (in press).
11.
Low impact development: Design manual. (1997). Dept. of Environmental Resources, Prince George's County, Md.
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Ostfeld, A., and Shamir, U. (1993). “Incorporating reliability in optimal design of water distribution systems: Review and new concepts.” Reliability Engrg. and Sys. Safety, 42, 5–11.
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Ostfeld, A., and Shamir, U. (1996). “Design of optimal reliable multi-quality water supply systems.”J. Water Resour. Plng. and Mgmt., ASCE, 122(5), 322–333.
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Shamir, U., and Howard, C. D. D. (1981). “Water supply reliability theory.” AWWA, 73(7), 379–384.
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Water sensitive residential design: An investigation into its purpose and potential in the Perth Metropolitan Region, Australia. (1989). Water Sensitive Urban Design Research Group, Western Australia Water Resources Council, Leederville, Western Australia.
16.
Wagner, J. M., Shamir, U., and Marks, D. H. (1988a). “Water distribution reliability: Analytical methods.”J. Water Resour. Plng. and Mgmt. Div., ASCE, 114(3), 253–275.
17.
Wagner, J. M., Shamir, U., and Marks, D. H. (1988b). “Water distribution reliability: Simulation methods.”J. Water Resour. Plng. and Mgmt. Div., ASCE, 114(3), 276–294.

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 126Issue 3May 2000
Pages: 114 - 117

History

Published online: May 1, 2000
Published in print: May 2000

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Authors

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Uri Shamir
, Professor and Director Water Research Institute Technion—Israel Inst. of Technology Haifa 32000, Israel. [email protected]
Charles D. D. Howard
Charles Howard & Associates Ltd. 239 Menzies Street, Suite 210 Victoria, B.C. Canada V8V 2G6 [email protected]

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