This paper describes faecal coliform (FC) removal in pilot-scale Wastewater
Storage and Treatment Reservoirs (WSTR) in northeast Brazil. FC decay duri
ng the filling phase of WSTR was very reduced, suggesting that these reacto
rs should be filled as quickly as possible, and subjected to the highest or
ganic loading that will not cause odour emissions. The highest loading empl
oyed in this study was 659 kg BOD5/ha.d, causing no nuisance conditions. Du
ring the resting phase, FC decay rate decreased exponentially and Chick's l
aw was modified. The time into the resting phase for FC to reach 10(3) cfu/
100 mi ranged from 15 to 25 days as WSTR depth varied from 2.00 to 6.50 m.
The performance of sequential batch-fed waste stabilization ponds (SBFWSP)
in removing FC was compared to that of waste stabilization ponds (WSP) oper
ated in series. In general, SBFWSP ware cheaper than WSP in series. When pr
ovision of volume to store the winter effluents is considered. a WSP system
presents a higher benefit/cost ratio than a hybrid WSP-WSTR system, but th
e adoption of the latter can double the annual net return for a rainy seaso
n of 5 months for instance.