Mobley Engineering

Design and installation of aeration systems for hydropower, water supply reservoirs and other applications

Mobley Engineering
Upper San Leandro Reservoir ,
California



 



Upper San Leandro Reservoir Statistics

  • A 21.7 mile long, year-round, natural stream that was damed in 1926
  • Located in Alameda County and Contra Costa County, California
  • Storage Capacity:         41,000 acre-feet
  • Storage (typical):          29,500 acre-feet
  • Surface Area (typical):   620 acres
  • Dentention Time:          1.0 - 4.1 years

Objective

Located near Oakland, California, the objective of the oxygen diffuser is to control aglae-related taste and odor problems from Anabaena (blue-green) producing geosmin.


Facilities

  • 9 tons/day oxygen capacity
  • 4,800 feet of diffuser in two lines

 
Layout

 
 
 
Results

In The Reservoir

  • Increased DO levels
  • Lower manganese levels
  • Slightly higher pH
  • NH4-N reduced by 95% *
  • NO3-N increased by 85% *
  • TN-N increased by 5% *
  • Phosphate decreased by 35% *
  • Geosmin levels decreased
       *As compared to 2 previous years
        (Horne et. al, 2003)

At The Water Treatment Plant

  • Ozone dose decreased by 45%
  • Hydrogen peroxide advance oxidation treatment was eliminated
  • Chlorine use decreased by 18%
  • Trihalomethane (THM) levels in the treated water were reduced by 50%
  • TOC remained the same (as expected for the short term)

 
Courtesy of East Bay Municipal Utility District
 
Courtsey of East Bay Municipal Utility District
 
Courtesy of East Bay Municipal Utility District
 
 

Cost Savings at the Water Treatment Plant

Ozone doses decrease:
     $11/million gallons cost savings
Hydrogen peroxide elimination:
     $12/million gallons cost savings
Chlorine use decrease: 
     $3/million gallons cost savings
 
Chemical cost savings are more than twice the cost of oxygen used ($340/day)

 
 
 
 
 

Site Pictures


The work site on top of the dam at Upper San Leandro Reservoir
The supply line protected in PVC pipe
Supply line connection
Water pump for launch
Deployment day
 
 
Checking for leaks
Line diffuser
Aligning the diffuser line
Sinking line diffuser
Bubble pattern
Close up of bubbles
 
The LOx facility below the dam
Control station
 
Surface bubbles at sunset
 
 

Publications and References


 
Upper San Leandro Hypolimnetic Oxygenation System
Mark H. Mobley, Rodney Jung, H. Hubert Lai

Presented at NALMS 2003
Foxwood Resort
November 5, 2003
Mashantucket, Connecticut

 
The Triple Threat
Water Quality Improvement at L. Hodges, San Diego Using HOS, VEM & AFW
Alex Horne, Professor Emeritus University of California, Berkley
Former President, CALMS

Published in C.A.L.M.S.  (California Lake Management Society)
CALM-WATERS Spring/Summer Newsletter
June, 2014




 


Mobley Engineering, Inc. • PO Box 600 Norris, Tennessee 37828
phone (865) 494-0600 • fax (865) 494-0611
Email: info@mobleyengineering.com

  Mobley Engineering, Inc. All rights reserved.

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