Title: Mathematical Modelling of OnSite Soil Absorption System OSAS Performance
1Mathematical Modelling of On-Site Soil Absorption
System (OSAS) Performance
- SUPERVISORS
- Dr. Sam Yuen, Dr. Mike Connor, Dr. Peter
Pivonka
2Overview
- Introduction - Literature review - Gaps -
Methodology - Expected Outcomes
3What is domestic wastewater?
- Water generated from kitchen, bath rooms,
laundries, toilets, etc. - - Types of Domestic wastewater
- Black water
- Grey water
4 What is an OSAS?
5OSAS in use
- Australia 13 of population
- USA - 25 of population
- - OSAS failure
- Hydraulic failure
- Treatment failure
6Cause of Failure
- Flow rate
- Hydraulic loading rate,
- Organic loading rate
- Soil type
- Vadose zone conditions
- Degree of saturation
- Hydraulic conductivity
- Groundwater level
7 Modelling work done to date on OSAS
- Watershed based modelling
- Individual system modelling
- -Watershed based modelling
- Weintraub et al.(2004) WARMF
- Carroll et al.(2004) -MODFLOW-2000
8Modelling work done to date ... Contd...
- - Modelling on individual system
- Biofilm modelling using HYDRUS-2D
- Beach and McCray (2003)
- Beal et al.(2004)
- Chemical transport
- Lee et.al. (1998) 1D model
- McAvoy et al.(2002) Laundry detergent
surfactants - Shutter et al. (1994) - Impact on
groundwater
9Gaps in modelling work
- Probability of contamination of groundwater from
an individual system - Movement of N,P to groundwater through vadose
zone - Suitability of installing an OSAS in particular
type of soil
10Methodology
- Selecting a suitable modelling software
FEMLAB, VADOSE/W CTRAN/W - Laboratory column
tests Determine the parameter values
required to incorporate into the model -
Field work To assess the extent of
propagation of the contaminant plume, and to
validate the model
11Expected Outcomes
- Prediction of contaminant plume propagation N,
P - Suitability of the site
- Optimum Hydraulic loading rate
- Area required to install OSAS optimum trench
dimensions - Life span of OSAS
12Thank you.