My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2012-09-06_REVISION - M2008070 (16)
DRMS
>
Day Forward
>
Revision
>
Minerals
>
M2008070
>
2012-09-06_REVISION - M2008070 (16)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/15/2021 2:25:46 PM
Creation date
9/13/2012 12:55:12 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2008070
IBM Index Class Name
REVISION
Doc Date
9/6/2012
Doc Name
AM-01 APPENDIX F: HELP MODEL/FLUID TRANSPORT
From
WESTERN GRAVEL
To
DRMS
Type & Sequence
AM1
Email Name
THM
Media Type
D
Archive
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
17
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
FOR ROOT CHANNELS IN TOP HALF OF EVAPORATIVE ZONE. <br />LAYER 2 <br />TYPE 4 - FLEXIBLE MEMBRANE LINER <br />MATERIAL TEXTURE NUMBER 17 <br />THICKNESS = 0.24 INCHES <br />POROSITY = 0.0000 VOL /VOL <br />FIELD CAPACITY = 0.0000 VOL /VOL <br />WILTING POINT = 0.0000 VOL /VOL <br />INITIAL SOIL WATER CONTENT = 0.0000 VOL /VOL <br />EFFECTIVE SAT. HYD. COND. = 0.300000003000E -08 CM /SEC <br />FML PINHOLE DENSITY = 0.00 HOLES /ACRE <br />FML INSTALLATION DEFECTS = 0.00 HOLES /ACRE <br />FML PLACEMENT QUALITY = 4 - POOR <br />LAYER 3 <br />TYPE 3 - BARRIER <br />MATERIAL TEXTURE <br />THICKNESS = <br />POROSITY = <br />FIELD CAPACITY = <br />WILTING POINT = <br />INITIAL SOIL WATER CONTENT = <br />EFFECTIVE SAT. HYD. COND. = <br />SOIL LINER <br />NUMBER 10 <br />6.00 INCHES <br />0.3980 VOL /VOL <br />0.2440 VOL /VOL <br />0.1360 VOL /VOL <br />0.3980 VOL /VOL <br />0.119999997000E -03 CM /SEC <br />GENERAL DESIGN AND EVAPORATIVE ZONE DATA <br />NOTE: SCS RUNOFF CURVE NUMBER WAS COMPUTED FROM DEFAULT <br />SOIL DATA BASE USING SOIL TEXTURE #11 WITH AN <br />EXCELLENT STAND OF GRASS, A SURFACE SLOPE OF 20.% <br />AND A SLOPE LENGTH OF 320. FEET. <br />SCS RUNOFF CURVE NUMBER = 80.90 <br />FRACTION OF AREA ALLOWING RUNOFF = 100.0 PERCENT <br />AREA PROJECTED ON HORIZONTAL PLANE = 4.000 ACRES <br />EVAPORATIVE ZONE DEPTH = 24.0 INCHES <br />INITIAL WATER IN EVAPORATIVE ZONE = 4.908 INCHES <br />UPPER LIMIT OF EVAPORATIVE STORAGE = 11.136 INCHES <br />LOWER LIMIT OF EVAPORATIVE STORAGE = 4.488 INCHES <br />INITIAL SNOW WATER = 0.000 INCHES <br />INITIAL WATER IN LAYER MATERIALS = 12.876 INCHES <br />TOTAL INITIAL WATER = 12.876 INCHES <br />
The URL can be used to link to this page
Your browser does not support the video tag.