The present study is aimed at clearly understanding the relationship among the arrangement of the gravel, the flow rate, and the porosity of the contact media, and the purification capability, which should be effective for a multi-natural type river restoration. Experimental studies were carried out by filling a linear circulation water passage (rated at a grade of 1/830, 30m long, 24cm wide, and 9cm deep, with a Stone type contact media or a net type contact media, whereby the biofilm attachment capability, the filling conditions and the flow rate were varied.The organic material removal capability differed depending upon the roughness coefficient of the flow passage; the greater the contact provided for the contact media, the higher the purification capability on contact with the biofilm; but it was found that the purification velocity would not improve, even when the amount of attached biofilm per unit contact media was increased to an extremely high level. This means that as the biofilm thickness increases, the porosity decreases so as to cause the decrease of the flow rate through the filled layer. In order to improve nitrification capability, it is necessary to establish the critical flow rate through the filled layer at above 5cm⋅s-1. On the other hand, for the nutrient removal (denitrification), it is important to have a greater amount of biofilm and to keep an anaerobic condition inside the biofilm. Therefore, it is important to make the proper combination of the rapids and pools in the biofilm processes in the rivers and streams.
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