A series of perforated drainage pipes below the limestone conveys the water into an aerobic wetland or settling pond where Fe and Mn are precipitated. Initially, these systems were sized to allow 16–24 h of retention time in the limestone layer, based on the sizing criteria for ALDs (Hedin ...
The unfavourable influence of the environment and the proximity of pumping wells were considered during sizing. Pumps in Z-4 and Z-5 (Figure 10) are operated by the chiller unit and run depending on the temperature at the inlet to the cooler. On the primary side of the cooler, the workin...
Efficiency of Evolutionary Algorithms in Water Network Pipe Sizing. Water Resour. Manag. 2015, 29, 4817–4831. [CrossRef] 39. Wang, Q.; Zhou, Q.; Lei, X.; Savic´, D. Comparison of Multiobjective Optimization Methods Applied to Urban Drainage Adaptation Problems. J. Water Resour. Plan...
For instance, by using the function swmm_setLinkValue, it is possible to change the slope or the Manning roughness coefficient of a pipe during run time. Table 1 summarizes the functions included in the Toolkit. The optimal sizing of a storm water network might be taken as a first example...