Download (PLRM) User`s Manual - California Stormwater Quality Association

FIGURE 8.7 – WET BASIN EDITOR ......................................................................................... 94
FIGURE 8.8 – WET BASIN REPRESENTATION IN PLRM ................................................... 96
FIGURE 8.9 – WET BASIN VOLUME-DISCHARGE CURVE EDITOR ................................ 97
FIGURE 8.10 – BED FILTER EDITOR ...................................................................................... 98
FIGURE 8.11 – BED FILTER REPRESENTATION IN PLRM................................................. 99
FIGURE 8.12 – BED FILTER VOLUME-DISCHARGE CURVE EDITOR ........................... 101
FIGURE 8.13 – CARTRIDGE FILTER EDITOR ..................................................................... 102
FIGURE 8.14 – CARTRIDGE FILTER REPRESENTATION IN PLRM ................................ 103
FIGURE 8.15 – TREATMENT VAULT EDITOR .................................................................... 104
FIGURE 8.16 – TREATMENT VAULT REPRESENTATION IN PLRM .............................. 105
FIGURE 8.17 – OUTFALL EDITOR ........................................................................................ 106
FIGURE 8.18 – JUNCTION EDITOR ....................................................................................... 107
FIGURE 8.19 – FLOW DIVIDER EDITOR .............................................................................. 108
FIGURE 9.1 – RECOMMENDED RANGE REPORT.............................................................. 109
FIGURE 9.2 – SCENARIO REPORT ........................................................................................ 111
FIGURE 9.3 – SCENARIO COMPARISON REPORT............................................................. 114
FIGURE 11.1 – SIMPLIFIED IMPERVIOUS AREA CONNECTIVITY DEPICTION .......... 124
FIGURE 11.1 – PLRM DATABASE AND PROGRAM STRUCTURE .................................. 136
List of Tables
TABLE 1.1 – DESCRIPTION OF PLRM DOCUMENTATION.................................................. 2
TABLE 6.1 – CRITERIA FOR DEFAULT ROAD RISK GIS LAYER ..................................... 54
TABLE 6.2 – ROAD ABRASIVE APPLICATION STRATEGIES ........................................... 56
TABLE 6.3 – ROAD SHOULDER CONDITIONS INPUT ........................................................ 58
TABLE 6.4 – SWEEPER TYPE .................................................................................................. 66
TABLE 6.5 – PARCEL CRCS WITH AND WITHOUT PSCS .................................................. 70
TABLE 7.1 – DEFAULT PERCENT DCIA VALUES ............................................................... 78
TABLE 10.1 – SENSITIVE DEFAULT PARAMETERS WITHIN PLRM DATABASE ....... 117
TABLE 10.2 – SENSITIVE INPUT PARAMETERS WITHIN PLRM INTERFACE............. 119
PLRM
User’s Manual
iv
December 2009