Trends and Problems of Wastewater Reuse Systems in Buildings

1991 ◽  
Vol 23 (10-12) ◽  
pp. 2189-2197 ◽  
Author(s):  
Fumitoshi Kiya ◽  
Hidenori Aya

To solve the shortage of available water source, the national government and local authorities have introduced the policy to make use of alternative water sources such as reuse of wastewater and utilization of rainwater in big buildings. This paper deals with the background, the details of the practice of wastewater reuse systems in buildings, and survey results on the performance of recycling systems installed in big buildings. The investigation suggests that most of reclamation plants perform very good in quality but not good in quantity. There has never been any serious claim from users nor any hygiene trouble in these several years. But the full capacity of plants was not usually utilized as designed. The very small demand at weekends and holidays creates operational problems of biological treatment plants and raises cost of reclaimed water. Individual building wastewater reuse is not efficient enough as expected to solve the shortage of water resources. However, it still remains to be a very important means to deal with urban problems. It will lessen excess loading on existing sanitary sewers and interceptors, and will reduce pollutants discharged from a sewage treatment plant.

1989 ◽  
Vol 21 (8-9) ◽  
pp. 995-1002
Author(s):  
Yang Gong ◽  
Qi Peishi ◽  
Wang Baozhen ◽  
Sui Jun

A study on the optimization planning of water pollution control for Majiagou Stream in Harbin was carried out. Four water pollution control options were considered. The option regarded as most feasible, both technically and economically, involved the construction and operation of a wastewater treatment works with a capacity of 150,000 m3/day on the upper reach of the stream. The effluent would be discharged into the upper reach of Majiagou Stream and would be used as a water source for the stream, while an interceptor sewer was to be constructed on the lower reach of the stream to collect wastewaters in the lower reach basin and transport them to a centralized wastewater treatment plant. An optimization study of the relationship between the sewerage interceptor and the sewage treatment plant on the upper reach was conducted. In this study, a comprehensive water pollution control plan, including the sewerage system, sewage treatment plant, and the use of treated wastewater as a water source for Majiagou Stream, was considered as a systematic problem in which many factors were taken into account. Cost-benefit analysis was carried out for both the sewage treatment plant and the interceptors by means of empirical regression equations and diagrams in which various curves showed the relationships between the important factors.


2007 ◽  
Vol 55 (1-2) ◽  
pp. 299-306 ◽  
Author(s):  
B.S. Oh ◽  
S.J. Park ◽  
Y.J. Jung ◽  
S.Y. Park ◽  
J.W. Kang

This study was aimed at exploring the reclamation of sewage treatment plant effluent water (SEW) as an alternative water resource. For the oxidation of SEW, an ozone-UV system, based on the results of the combined ozone/UV process performed in our previous study, was set up under practical conditions, including a series type, continuous mode, semi-pilot scale operation (1.5 m3/d). As a result, the serial contact of the ozone and UV reactors showed lower CODCr and TOC removal efficiencies. However, these were greatly enhanced by recycling the water flow of the ozone-UV system at 40Q, as a result of the improvements in the transferred ozone dose in the ozone reactor and the contact efficiency between photons and ozone in the UV reactor, which approached that achieved in the combined ozone/UV process. For the disinfection of SEW, carried out in a syringe-type batch reactor, the increase of instantaneous ozone demand (ozone ID) led to a higher inactivation efficiency, an increased UV transmittance due to ozonation, and an enhanced inactivation rate of E. coli in the UV reactor. Additionally, it was concluded that the ozone/UV process could overcome the limitations of the ozone alone and UV alone processes for the reclamation of sewage effluent water.


2014 ◽  
Vol 1073-1076 ◽  
pp. 1724-1728
Author(s):  
Xiao Jun Liu ◽  
Si Ru Han ◽  
Xi Luo

Reclaimed water can effectively alleviate the water crisis which is the second water source of city. The functional relations in cost price, demand and transportation of the reclaimed water using are determined by the method of cost-plus which is based on the premise that the funds of reclaimed water network construction should be recovered. The users are divided into different groups according to the distance between the user and the water recycling. According to the demand diversity in different users, a complex tiered pricing model is established which is relevant of water requirement and the distance of conveyance. Finally, taking the Second Sewage Treatment Plant in Xi'an as an example, the water price of the user - the western suburbs Power Plant of Xi'an is calculated using this model. The result is consistent with the actual situation, which can verify the accuracy and usefulness of this article pricing model. All of these have provided a theoretical basis for the development of the market price of recycled water.


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