Simulating Nonresidential Water Demand with a Stochastic End-Use ModelSource: Journal of Water Resources Planning and Management:;2011:;Volume ( 137 ):;issue: 006DOI: 10.1061/(ASCE)WR.1943-5452.0000146Publisher: American Society of Civil Engineers
Abstract: The end-use model SIMDEUM for residential water demand has been extended to incorporate nonresidential water demand. The model was developed to predict water-demand patterns with a small timescale (1 s) and small spatial scale (at the water meter connection). The end-use model is based on statistical information about users and end uses: data on occupancy; the frequency of use; duration and flow per water-use event; and the occurrence over the day of different end uses, such as flushing the toilet, doing the laundry, and washing hands. The model follows a modular approach, in that each type of building is composed of functional rooms, such as lodgings, restaurants, and conference rooms. A functional room is characterized by its typical users and water-using appliances. With this approach, nonresidential buildings’ water-demand patterns over the day can be simulated. The simulation results for an office building, a hotel, and a nursing home were compared to measured water-demand patterns with regard to attributes such as peak flow and daily total water use, as well as the shape of the pattern. The simulation results show a good correspondence to measured water demands. The end-use model is based on independent statistical information and not on flow measurements. The input parameters are available before any information on annual or daily water use is available; the parameters are not fitted on flow measurements. Therefore, the model is transferable to a diverse range of nonresidential water-demand types. The model can be applied in the design stage (prebuild), in scenario studies, and in distribution network models.
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| contributor author | E. J. M. Blokker | |
| contributor author | E. J. Pieterse-Quirijns | |
| contributor author | J. H. G. Vreeburg | |
| contributor author | J. C. van Dijk | |
| date accessioned | 2017-05-08T22:03:18Z | |
| date available | 2017-05-08T22:03:18Z | |
| date copyright | November 2011 | |
| date issued | 2011 | |
| identifier other | %28asce%29wr%2E1943-5452%2E0000192.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/70002 | |
| description abstract | The end-use model SIMDEUM for residential water demand has been extended to incorporate nonresidential water demand. The model was developed to predict water-demand patterns with a small timescale (1 s) and small spatial scale (at the water meter connection). The end-use model is based on statistical information about users and end uses: data on occupancy; the frequency of use; duration and flow per water-use event; and the occurrence over the day of different end uses, such as flushing the toilet, doing the laundry, and washing hands. The model follows a modular approach, in that each type of building is composed of functional rooms, such as lodgings, restaurants, and conference rooms. A functional room is characterized by its typical users and water-using appliances. With this approach, nonresidential buildings’ water-demand patterns over the day can be simulated. The simulation results for an office building, a hotel, and a nursing home were compared to measured water-demand patterns with regard to attributes such as peak flow and daily total water use, as well as the shape of the pattern. The simulation results show a good correspondence to measured water demands. The end-use model is based on independent statistical information and not on flow measurements. The input parameters are available before any information on annual or daily water use is available; the parameters are not fitted on flow measurements. Therefore, the model is transferable to a diverse range of nonresidential water-demand types. The model can be applied in the design stage (prebuild), in scenario studies, and in distribution network models. | |
| publisher | American Society of Civil Engineers | |
| title | Simulating Nonresidential Water Demand with a Stochastic End-Use Model | |
| type | Journal Paper | |
| journal volume | 137 | |
| journal issue | 6 | |
| journal title | Journal of Water Resources Planning and Management | |
| identifier doi | 10.1061/(ASCE)WR.1943-5452.0000146 | |
| tree | Journal of Water Resources Planning and Management:;2011:;Volume ( 137 ):;issue: 006 | |
| contenttype | Fulltext |