Programme OS1k IWRM and water
allocation abstract 734
Integrated Watershed Management Using Multicriteria Decision Making
Technique
Author(s): Eun-Sung Chung, Sang-Ug Kim, Kyung-Shin Park, Kil Seong Lee
Keyword(s): integrated
watershed management (IWM), sustainability, DPSIR, multicriteria decision making (MCDM), alternative evaluation
index (AEI)
Article:
Poster:
Session: OS1k IWRM and water
allocation
Abstract Many
urbanized watersheds suffer from streamflow depletion and poor stream quality, which often negatively affects
related factors such as in-stream and near-stream ecologic integrity and water supply. But any watershed
management which does not consider all potential risks is not proper since all hydrological components are closely
related. Therefore this study has developed and applied a ten-step integrated watershed management (IWM)
procedure to sustainably rehabilitate distorted hydrologic cycles due to urbanization.
Step 1 of this procedure
is understanding the watershed component and processes. This study proposes not only water quantity/quality
monitoring but also continuous water quantity/quality simulation and estimation of annual pollutant loads from unit
loads of all landuses. Step 2 is quantifying the watershed problem as potential flood damage (PFD), potential
streamflow depletion (PSD), potential water quality deterioration (PWQD) and watershed evaluation index (WEI).
All indicators are selected from the sustainability concept, Pressure-State-Response (PSR) model. All weights are
estimated by Analytic Hierarchy Process (AHP). Four indices are calculated using various multicriteria decision
making (MCDM) techniques which include composite programming, compromise programming, regime method,
EVAMIX approach, and ELECTRE II. In Step 3 residents' preference on management objectives which consists of
flood damage mitigation, prevention of streamflow depletion, and water quality enhancement are quantified. WEI can
be recalculated using these values.
Step 4 requires one to set the specific goals and objectives based on the
results from Step 2 and 3. Objectives can include spatial flood allocation, instreamflow requirement and total
maximum daily load (TMDL). Step 5 and 6 are developing all possible alternatives and to eliminate the infeasible.
Step 7 is analyzing the effectiveness of all remaining feasible alternatives. The criteria of water quantity are presented
as changed lowflow(Q275) and drought flow(Q355) of flow duration curve and number of days to satisfy the
instreamflow requirement. Also the criteria of water quality are proposed as changed average BOD concentration
and total daily loads and number of days to satisfy the TMDL. Step 8 involves the calculation of AEI using various
MCDM techniques. The indicators of AEI are obtained by the sustainability concept, Drivers-Pressure-State-
Impact-Response (DPSIR), an improved PSR model. All previous results are used in this step.
Step 9 is
estimating the benefit and cost of alternatives. Discrete Willingness To Pay (WTP) for the specific improvement of
some current watershed conditions are estimated by the choice experiment method which is an economic valuation
with stated presence techniques. WTPs of specific alternatives are calculated by combining AEI and choice
experiment results. Therefore, the benefit of alternatives can be obtained by multiplying WTP and total household
value of the sub-watershed. Finally in Step 10 the final alternatives comparing the net benefit and BC ratio are
determined.
Final alternatives derived from the proposed IWM procedure should not be carried out
immediately but be discussed by stakeholders and decision makers. However, since plans obtained from the
elaborated analyses reflect even sustainability concept, these alternatives can be apt to be accepted comparatively.
This ten-step procedure will be helpful in making decision support system for sustainable IWM.