Abstract
The design of waste stabilization ponds is seldom done with consideration of optimum pond dimensions. The analysis of pond dimensions within practical limits in dispersed flow ponds on the basis of minimum cost for the predetermined bacterial remova) ef ficiency, with the aid of computer is presented. The data collected in the pilot and full scale waste stabilization ponds at the University of Dar es Salaam Was used as input to the computer program. The results shows that pond configuration and climatic conditions which have influence on bacterial mortality rate have a re:narkable influence on pond cost
Recommended Citation
w, M. A. (1992). OPTIMIZATION OF DISPERSED FLOR POND FOR BACTERIAL REMOVAL. Tanzania Journal of Engineering and Technology (TJET), 16(1), 44-61. https://doi.org/https://doi.org/10.52339/tjet.v16i1.137
Publisher Name
University of Dar es Salaam