My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS_CASE 1
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
H
>
HOLLY
>
3900
>
2900 - Site Mitigation Program
>
PR0505422
>
WORK PLANS_CASE 1
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/15/2019 1:22:40 PM
Creation date
11/15/2019 1:16:17 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
FileName_PostFix
CASE 1
RECORD_ID
PR0505422
PE
2965
FACILITY_ID
FA0006902
FACILITY_NAME
TRACY WASTEWATER TX PLNT
STREET_NUMBER
3900
STREET_NAME
HOLLY
STREET_TYPE
DR
City
TRACY
Zip
95376
CURRENT_STATUS
01
SITE_LOCATION
3900 HOLLY DR
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\wng
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
18
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
VZ and V, must be measured at both the beginning and end of the measurement period in <br /> each of the five ponds. This may be accomplished by recording the depth of the water in <br /> the center of each pond with a staff gauge. Since the surface area of the pond is known, the <br /> i volume of the water in the pond may then be calculated. It will be important to perform <br /> the measurements in precisely the same place each time because the bottom of the pond <br /> may be irregular. In this way, even though the actual volume calculation of water in the <br /> ponds is off slightly, due to irregularity of the bottom surface, the calculation will be off by <br /> the same amount for each measurement. The important consideration is to calculate the <br /> j change in storage between the two measurements. <br /> e <br /> The resulting calculations should provide an approximate amount of water infiltrating <br /> through the bottom of the ponds. Each of the above variables will contain a certain percent- <br /> age of error. For example, evaporation rates measured at Tracy's weather station may vary <br /> slightly from the actual evaporation rates at the holding ponds. However, the calculations <br /> should allow a reasonable evaluation of the amount of water infiltrating through the bottom <br /> of the ponds. <br /> Total Dissolved Solids Mass Balance Study <br /> As the City has conducted its quarterly monitoring program in the holding ponds, it has <br /> observed that the TDS concentrations in the ponds appear to increase as the water levels <br /> in the ponds decline. This indicates that evaporation has tended to concentrate the TDS E <br /> remaining in the water. A TDS mass balance study conducted at the same time as the water <br /> budget study may reveal whether the TDS concentrations in the ponds are increasing over <br /> time as water is evaporating from the ponds; or, whether TDS concentrations are remaining <br /> constant because of infiltration of pond water into the groundwater. Other processes may <br /> also be occurring in the ponds that would affect the TDS concentrations in the pond water. <br /> For example, TDS in cannery wastewater may be subject to biodegradation in the ponds. <br /> `> A TDS mass balance study will provide some insight on the amounts of dissolved solids <br /> entering the ponds, being stored in the ponds, and possibly being removed from the ponds. <br /> The basic relationship describing the TDS mass balance is similar to the relationship <br /> describing the water budget: <br /> TDS mass into ponds = TDS mass out of ponds + change of TDS mass in ponds <br /> The TDS mass dissolved in a volume of water may be calculated by multiplying its <br /> concentration in the water by the volume of water. Thus, the above relationship may be <br /> expanded as follows : <br /> [TDSJI.ur = TDSout + ([TDS2]VZ [TDS1]VJ <br /> where : <br /> [TDS;] = concentration of TDS in the inflowing water <br /> TDSOUt = mass of TDS leaving the ponds <br /> a [TDSJ = concentration of TDS in the ponds at the end of the study period <br /> [TDS,] = concentration of TDS in the ponds at the beginning of the study period <br /> e <br /> SAC/SAC36357/041.WP5 13 8/94 <br />
The URL can be used to link to this page
Your browser does not support the video tag.