Please use this identifier to cite or link to this item:
WRRCTMR No.73 Greywater Reuse
|Title:||WRRCTMR No.73 Greywater Reuse|
|Authors:||Hirano, Wesley M.|
Young, Reginald H.F.
show 3 moreblackwater
|LC Subject Headings:||Graywater (Domestic wastewater) -- Hawaii.|
Water quality -- Hawaii.
Water reuse -- Hawaii.
|Issue Date:||Jan 1983|
|Publisher:||Water Resources Research Center, University of Hawaii at Manoa|
|Citation:||Hirano WM, Young RHF. 1983. Greywater reuse. Honolulu (HI): Water Resources Research Center, University of Hawaii at Manoa. WRRC technical memorandum report, 73.|
|Series/Report no.:||WRRC Technical Memorandum Report|
|Abstract:||Household wastewater can be divided into "blackwater" (toilet wastewater and "greywater" (non-toilet wastewater). Recently, schemes have been proposed for the segregation of the two streams with subsequent treatment and reuse of the greywater fraction, thereby resulting in a reduction in the amount of water used and wastewater produced, recycling of nutrients, and replenishment of the groundwater. Greywater, while making up about 60 to 65% of the wastewater flow, is weaker in pollutant concentration than blackwater. Greywater
contributes much of the BOD5, about half of the suspended solids, little nitrogen, and most of the phosphorus to the total wastewater flow. It also contains low levels of indicator bacteria and so must be handled and treated properly before being reused. Strategies for segregation and management of the blackwater and greywater streams are outlined. Greywater treatment schemes that include anaerobic and aerobic treatment, disinfection or filtration have been proposed and studied by a few investigators; however, substantial data are still lacking. Household greywater reuse systems have been built and found to be simple, reliable, and aesthetically acceptable. A typical system would consist of a settling/storage tank with disinfection, followed by a filter, and a pump and pressurized tank for distribution to the toilets or for lawn irrigation. Savings of 30 to 40% of the total water flow can be achieved. When reused for irrigation, a number of factors including the type of soil, topography, climate, selection of plants, method of irrigation, and quality of the
greywater must be considered. Reuse of greywater for rural or suburban households
in Hawaii may prove to be feasible due to the number of failing cesspools, the larger land area available for irrigation, and the rising cost of water. It could even be used in a residential house in a sewered community.
At the present time, however, the cost of this system outweighs the benefits or savings achieved. In view of the increasing shortage of water though, a greywater reuse system may be an attractive alternative in the near future and should be investigated further.
|Pages/Duration:||viii + 42 pages|
|Appears in Collections:||WRRC Technical Memorandum Reports|
Items in ScholarSpace are protected by copyright, with all rights reserved, unless otherwise indicated.