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Sources of Oxygen Demand in the Lower San Joaquin River, California
P. W. Lehman, J. Sevier, J. Giulianotti & M. Johnson California Department of Water Resources
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Sacramento Stockton San Francisco Bay Antioch Mossdale
CALIFORNIA ’ W River o e m River c r a a S San Stockton ’ W Antioch Carquinez straight Mossdale San Francisco Bay
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Current situation: There has been little change in dissolved oxygen concentration in the channel despite enhanced management and a decrease in phytoplankton biomass
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Frequency of values below 5 mg l-1
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Chlorophyll a decreased over time in the channel
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Question: What are the primary sources of oxygen demand in the Deep Water Channel near Stockton?
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Study Methods biweekly or monthly sampling July - November 2000 & 2001
discrete variables: Primary productivity : in situ dissolved oxygen light and dark bottle technique Nutrient concentrations chlorophyll a and phaeophytin concentration BOD tests continuous variables vertical profiles with YSI 6600 sonde continuous flow continuous water quality
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MD TB CP TC RR L48 San Joaquin River Deep Water Channel VN TB CP TC RR
STOCKTON MC DONALD MD ROBERTS ISLAND Rough and Ready Island Calaveras River TB CP TC RR L48 San Joaquin River Deep Water Channel N 4 km Middle River VN 80 o 00 ’ W 121 20 Water Treatment Plant TC Turner Cut RR Rough and Ready Island L48 Navigation Light 48 TB Turning Basin CP Channel Point MD Mossdale VN Vernalis Island Calaveras River TB CP TC RR L48 San Joaquin River Deep Water Channel N 4 km 121 o 20 ’ N 80 o 00 ’ W Water Treatment Plant Middle River N N 4 km VN
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Findings
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Dissolved oxygen in DWSC
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Dissolved oxygen upstream
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Oxygen depletion was not caused by stratification
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Oxygen demand was not caused by phytoplankton respiration
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Oxygen demand was caused by nitrification
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Pearson Correlation Coefficients (n=103)
TBOD & NBOD NBOD & ammonia NBOD & organic N TBOD & ammonia TBOD & CBOD TBOD & chlorophyll
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Stepwise Regression Dissolved ammonia + carbonaceous BOD 60% % Year n R2
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Where does the ammonia come from ?
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NBOD was correlated with ammonia load from treatment plant
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NBOD at Rough and Ready varied with the ammonia load from the treatment plant
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Total nitrogen load was higher from upstream
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Mass Balance Model Object: Determine the largest source of dissolved ammonia in the channel
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Simple mass balance model
Daily dissolved ammonia load into the ship channel from the treatment plant and upstream = 1) daily load of dissolved ammonia from each source + 2) daily load of dissolved ammonia from the oxidation of the organic nitrogen load from each source + 3) daily load of dissolved ammonia from the oxidation of residual organic nitrogen from previous day from each source
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Ammonification rate
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Upper boundary condition:
all organic nitrogen oxidized at ammonification rate for chlorophyll (highest rate)
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Chlorophyll was a small percent of the organic nitrogen load
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Lower boundary condition:
only the organic matter associated with live chlorophyll was oxidized
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Summary Oxygen demand in the channel was primarily caused by nitrification The treatment plant could be the primary cause of nitrification in the channel on a daily basis even though it had a small ammonia load because it was a direct source of dissolved ammonia for bacterial oxidation The relative contribution of ammonia from the treatment plant and upstream to ammonia in the channel was a function of residence time, ammonification rate, direct loads and load composition
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Take home message The oxygen demand produced from the direct load of dissolved ammonia from the treatment plant could have a greater impact on daily oxygen demand in the channel than the oxidation of organic nitrogen from upstream because of the slow oxidation rate and low reactivity of upstream organic matter
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Net transport of phytoplankton mass decreased downstream
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