| contributor author | Sandeep Sethi | |
| contributor author | Mark R. Wiesner | |
| date accessioned | 2017-05-08T21:13:47Z | |
| date available | 2017-05-08T21:13:47Z | |
| date copyright | December 1995 | |
| date issued | 1995 | |
| identifier other | %28asce%290733-9372%281995%29121%3A12%28874%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/43543 | |
| description abstract | Models describing permeate flux, rejection, and cost are coupled to evaluate the performance and cost of ultrafiltration as a function of raw-water quality. The model for permeate flux extends a previous model for colloidal fouling based on shear-induced diffusivity to include Brownian diffusion. Contaminant removal is modeled as mechanical sieving and molecular diameter is regressed against weight to describe removal of natural organic matter (NOM). Time-dependent permeate flux is considered in estimating operating times required to achieve a specified recovery. Costs are calculated as a function of particle-size distribution in the raw water. Particles with diameters on the order of 10 | |
| publisher | American Society of Civil Engineers | |
| title | Performance and Cost Modeling of Ultrafiltration | |
| type | Journal Paper | |
| journal volume | 121 | |
| journal issue | 12 | |
| journal title | Journal of Environmental Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9372(1995)121:12(874) | |
| tree | Journal of Environmental Engineering:;1995:;Volume ( 121 ):;issue: 012 | |
| contenttype | Fulltext | |
