My WebLink
|
Help
|
About
|
Sign Out
Home
Search
DWR_3526798
DWR
>
State Engineer Filing
>
2019
>
11
>
DWR_3526798
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/7/2020 4:38:42 PM
Creation date
11/8/2019 12:01:23 PM
Metadata
Fields
Template:
State Engineer Filing
Document Date
4/7/2020
Document Type - State Engineer Filing
Correspondence
Subject
Rainwater Harvesting Legal Framework
DWR Send/Recipient
Tracy Kosloff
Outside Send/Recipient
Mark Mitisek
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
11
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
Rainwater Harvesting Legal Framework <br />Page S <br />Measurements of infiltration using a <br />Simulate surface runoff for each storm using Denver <br />lysimeter, and measurements of <br />Urban Drainage and Flood Control District's <br />runoff, to the extent possible', <br />Colorado Unit Hydrograph Procedure (CUHP) model <br />through surface water measurement. <br />or another model such as WQ-COSMs using <br />15 -minute precipitation data. Calibrate simulation <br />to lysimeter and other on-site measurements. <br />Precipitation - Simulated Runoff = Infiltration <br />Soil Moisture Balance <br />Measurement of soil moisture in the <br />For the water that infiltrates, there is a water <br />lysimeter. <br />budget accounting where soil moisture may be <br />consumed by ET and where any water in excess of <br />the soil moisture capacity is assumed to deep <br />percolate and slowly return to the stream system. <br />This analysis will inform how infiltration on the site <br />is partitioned to historic natural depletion vs. deep <br />percolation to ground water return flow to the <br />stream system. <br />Ground Water Return Flows <br />None <br />Groundwater modeling or lagging calculations <br />estimate the delay of deep percolation to surface <br />water. <br />Rainwater harvesting projects must install a high quality precipitation gage that records data <br />at a 15 -minute frequency and can provide that data for use in daily accounting. If Factors are <br />not used, it may be necessary to install a lysimeter to measure infiltration and deep <br />percolation in the native condition. A lysimeter allows for the direct calculation of historic <br />natural depletion. Since the data collection phase occurs when the harvesting system is in <br />place, but the historic natural depletion is based on the native condition, a lysimeter must be <br />placed in an area of the development that is preserved in its undisturbed natural condition. <br />This will allow data collection of the soil water balance and historic natural depletion under a <br />range of storm conditions that occur during the two-year data collection phase, while full <br />replacement of captured rainwater is made to the stream. <br />The SWSP application will need to provide the following: <br />Information Related to Historic Natural Depletion (may not all be required if Factors are <br />used): <br />1. Describe and map instrumentation associated with measuring historic natural <br />depletion in relation to the location of the rainwater harvesting system: rain gage <br />(minimum 15 -minute frequency), lysimeter, and surface flow measurement, if any. <br />8 Measurements of surface runoff on Sterling Ranch have been difficult to calibrate to precipitation and <br />lysimeter observations and modeling. <br />
The URL can be used to link to this page
Your browser does not support the video tag.