Using the MPCA Simple Estimator to generate load reduction and WLA reporting terms Revision as of 21:17, 19 August 2019 by Mtrojan (talk | contribs) (Created page with "<font size=3>'''Using the MPCA Simple Estimator to generate load reduction and WLA reporting termss'''</font size><br> Link to this Using the MPCA Simple Estimator to genera...")(diff) ← Older revision | Latest revision (diff) | Newer revision → (diff) Special:WhatLinksHere/Water supply fixture units (WSFU) for typical non-potable applications > Test page 6 > Properties of permeable pavement > Special:WhatLinksHere/File:Design guidelines final. docx.docx > Using the MPCA Simple Estimator to generate load reduction and WLA reporting terms

Using the MPCA Simple Estimator to generate load reduction and WLA reporting termss
Link to this table

Reporting Term	Model-Wide Summary ("MPCA estimator" Tab)*1
Pollutant Loading: TSS and TP
Watershed Loading* (lbs)	"TOTAL --->" loading in row 18; (A)
Pollutant Removal (lbs)	"Total pounds reduced --->" in the [pollutant] table; (B)
Outflow Loading* (lbs)	(A) - (B)
Watershed and Areal Loading Calculations
Contributing Watershed Area* (acres)	"TOTAL --->" area in cell F18;
Watershed pollutant areal loading (pre-treatment) (lbs/acre/year)	[Watershed Loading*] / [Contributing Watershed Area*]
Outflow pollutant areal loading (post-treatment) (lbs/acre/year)	[Outflow Loading*] / [Contributing Watershed Area*]

¹WLA terms can be calculated for individual BMPs by duplicating the "MPCA estimator" tab and entering in tributary area information for the BMP of interest.