Experimental Verification of a Unified Chlorine-Ammonia Reaction Model
A model of the reacting aqueous chlorine-ammonia system is proposed which describes equally well the rapid 'breakpoint' oxidation of ammonia or the slow decomposition...

Effect of the Fluid Velocity on the Biofilm Development
In order to get basic information concerning the application of a biological treatment to the ammonia nitrogen removal from drinking water, we considered the relation between the biofilm...

Implications of Nitrogen Transport by the Okanagan River
The long-term mean of total nitrogen load estimated in the river channel above the inlet to Skaha Lake is 906 lb day** minus **1. The apportionment of ammonia and nitrate plus nitrite...

The Use of Activated Carbon as a Polishing Step for Treatment of Industrial Plating Wastewaters
An activated carbon adsorption process was utilized as a polishing step following the precipitation (hydroxide or sulfide) process. Zinc and cadmium were the metals studied. Since plating...

Chloramine Disinfection for THM Control

Effluent Ammonia Variability from Nitrification Plants

Weather Modification Potential — Santa Clara Valley
Santa Clara County of California has been a water deficient area. The Santa Clara Valley Water District has an obligation to the community and to the other water users in the State to...

Water Disinfection Schemes for Reduced THN Production

Modeling Un-Ionized Ammonia with HSPF

Effluent Limitations and Their Relationship to Ammonia Stream Standards for Aquatic Life

Oxidative and Non Oxidative Ammonia Modeling

Active Chlorine Distribution in Secondary Effluents

Modeling Framework to Address AWT Decisions

 

 

 

 

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