Measurement of Water Residence Time, Flowpath and Sediment Oxygen Demand in Seasonally Inundated Floodplain Swamps of the Georgia Coastal Plain

2007 ◽  
Author(s):  
M Jason Todd ◽  
George Vellidis ◽  
R Richard Lowrance ◽  
Catherine M Pringle
Keyword(s):  
Residence Time ◽  
Coastal Plain ◽  
Oxygen Demand ◽  
Sediment Oxygen Demand ◽  
Water Residence Time

scholarly journals Geostatistical modeling of the spatial distribution of sediment oxygen demand within a Coastal Plain blackwater watershed

Geoderma ◽  
2010 ◽  
Vol 159 (1-2) ◽  
pp. 53-62 ◽  
Author(s):  
M. Jason Todd ◽  
R. Richard Lowrance ◽  
Pierre Goovaerts ◽  
George Vellidis ◽  
Catherine M. Pringle
Keyword(s):  
Spatial Distribution ◽  
Coastal Plain ◽  
Oxygen Demand ◽  
Sediment Oxygen Demand ◽  
Geostatistical Modeling

EFFECT OF COASTAL PLAIN LAND USE ON SEDIMENT OXYGEN DEMAND DYNAMICS IN BLACKWATER STREAMS

2013 ◽  
Author(s):  
Barbra J. Crompton ◽  
George Vellidis ◽  
Matt C. Smith ◽  
Richard Lowrance
Keyword(s):  
Land Use ◽  
Coastal Plain ◽  
Oxygen Demand ◽  
Sediment Oxygen Demand

Sediment Oxygen Demand of Coastal Plain Blackwater Streams

2005 ◽  
Author(s):  
Barbra J. Crompton ◽  
George Vellidis ◽  
Matt C. Smith ◽  
Richard Lowrance
Keyword(s):  
Coastal Plain ◽  
Oxygen Demand ◽  
Sediment Oxygen Demand

Performance of a constructed wetland for treating farm-yard dirty water

2011 ◽  
Vol 64 (1) ◽  
pp. 22-28 ◽  
Author(s):  
E. G. A. Forbes ◽  
R. H. Foy ◽  
M. V. Mulholland ◽  
J. L. Brettell
Keyword(s):  
Constructed Wetlands ◽  
Residence Time ◽  
Oxygen Demand ◽  
Dairy Farms ◽  
Water Residence Time ◽  
Emergent Macrophytes ◽  
Effluent Quality ◽  
Dirty Water ◽  
In Series ◽  
Final Effluent

Constructed wetlands (CWs) have been used to treat agricultural effluents with varying success especially with respect to their operational efficiency in winter and ability to retain phosphorus. Dirty water (DW) from dairy farms is a mixture of manure contaminated runoff and milk parlour washings with a highly polluting biochemical oxygen demand (BOD) ≤3,000 mg/L. The initial performance a CW of a 1.2 ha horizontal flow CW consisting of five ponds in series designed to treat DW from a dairy unit was assessed over four years. Ponds were earth-lined and shallow (0.3 m) with a water residence time of 100 days and planted with five species of emergent macrophytes. In comparison to CW inflow, annual reductions were as follows: BOD 99%, P 95% and N 92.8%. Coliforms were reduced by a 10−5 factor to natural levels. From May to October there was little CW discharge due to evaporative losses. Final effluent quality was poorest in February but remained within a regulatory effluent standard for BOD of 40 mg/L. If the CW had only four ponds (25% less surface area) effluent would have failed the BOD standard in three years.

Considering the impact of intermittent discharges when modelling overflows

1998 ◽  
Vol 38 (10) ◽  
pp. 23-30
Author(s):  
Sarah Jubb ◽  
Philip Hulme ◽  
Ian Guymer ◽  
John Martin
Keyword(s):  
Water Quality ◽  
Dissolved Oxygen ◽  
Preliminary Investigation ◽  
Oxygen Demand ◽  
Sediment Oxygen Demand ◽  
Combined Sewer Overflows ◽  
River Hydraulics ◽  
Combined Sewer ◽  
The Impact ◽  
Curve Equation

This paper describes a preliminary investigation that identified factors important in the prediction of river water quality, especially regarding dissolved oxygen (DO) concentration. Intermittent discharges from combined sewer overflows (CSOs) within the sewerage, and overflows at water reclamation works (WRW) cause dynamic conditions with respect to both river hydraulics and water quality. The impact of such discharges has been investigated under both wet and dry weather flow conditions. Data collected from the River Maun, UK, has shown that an immediate, transient oxygen demand exists downstream of an outfall during storm conditions. The presence of a delayed oxygen demand has also been identified. With regard to modelling, initial investigations used a simplified channel and the Streeter-Phelps (1925) dissolved oxygen sag curve equation. Later, a model taking into account hydrodynamic, transport and dispersion processes was used. This suggested that processes other than water phase degradation of organic matter significantly affect the dissolved oxygen concentration downstream of the location of an intermittent discharge. It is proposed that the dynamic rate of reaeration and the sediment oxygen demand should be the focus of further investigation.

Non-steady variations of SOD and phosphate release rate due to changes in the quality of the overlying water

2000 ◽  
Vol 42 (3-4) ◽  
pp. 265-272 ◽  
Author(s):  
T. Inoue ◽  
Y. Nakamura ◽  
Y. Adachi
Keyword(s):  
Release Rate ◽  
Oxygen Demand ◽  
Phosphate Concentration ◽  
Sediment Oxygen Demand ◽  
Biochemical Reactions ◽  
Overlying Water ◽  
Phosphate Release ◽  
Do Concentration ◽  
The Difference

A dynamic model, which predicts non-steady variations in the sediment oxygen demand (SOD) and phosphate release rate, has been designed. This theoretical model consists of three diffusion equations with biochemical reactions for dissolved oxygen (DO), phosphate and ferrous iron. According to this model, step changes in the DO concentration and flow velocity produce drastic changes in the SOD and phosphate release rate within 10 minutes. The vigorous response of the SOD and phosphate release rate is caused by the difference in the time scale of diffusion in the water boundary layer and that of the biochemical reactions in the sediment. Secondly, a negative phosphate transfer from water to sediment can even occur under aerobic conditions. This is caused by the decrease in phosphate concentration in the aerobic layer due to adsorption.

Experimental manipulations of the biomass of introduced carp (Cyprinus carpio) in billabongs. II. Impacts on benthic properties and processes1

1997 ◽  
Vol 48 (5) ◽  
pp. 445 ◽  
Author(s):  
A. I. Robertson ◽  
M. R. Healey ◽  
A. J. King
Keyword(s):  
Algal Biomass ◽  
Solid Phase ◽  
Negative Impact ◽  
Oxygen Demand ◽  
Sediment Oxygen Demand ◽  
Sediment Surface ◽  
Nutrient Concentrations ◽  
Nutrient Ratios ◽  
Biofilm Development ◽  
The Impact

Two billabongs on the floodplain of the Murrumbidgee River, Australia, were partitioned in half with impermeable plastic barriers and the biomass of carp was manipulated to establish high- and low-carp biomass treatments in each billabong. Measurements of benthic variables (rates of particle settlement, biofilm development, sediment respiration, macrophyte detritus decomposition, sediment solid-phase nutrient concentrations and benthic algal biomass) were performed over four months from summer to winter 1995. Rates of particle settlement were greater in the high-carp treatment of each billabong throughout the experiment. High carp biomass had a negative impact on the autotrophic component of the biofilm developing on wood blocks placed at different heights above the sediment surface but the mechanism responsible differed between billabongs. Sediment oxygen demand became greater in the presence of a higher biomass of carp during the experiment but time courses differed between billabongs. Manipulations of carp biomass did not influence algal biomass on the sediment surface, the rate of decomposition of macrophyte detritus or sediment solid-phase nutrients or nutrient ratios. The impact of carp on benthic and surficial processes was significant but the mechanisms of change differed between billabongs.

Sign in / Sign up

Export Citation Format

Share Document