science in ACTION

INNOVATIVE RESEARCH FOR A SUSTAINABLE FUTURE

Watershed Management Optimization Support Tool (WMOST)

Tool that facilitates integrated water resources management across wet and dry climate regions
What is WMOST?

WMOST is a software
application that allows water
resources managers and
planners to screen a wide range
of practices for cost-
effectiveness and
environmental and economic
sustainability. These practices
include, meeting projected
water demand, maintaining
minimum in-stream flow
targets, reducing flooding,
meeting water quality criteria
or loading targets for Total
Maximum Daily Loads, and
reducing combined sewer
overflows across their
watershed or jurisdiction.

Uses

WMOST screens management
practices for water and water-
related resources within a

watershed content for an optimal mix, while accounting for the direct and indirect cost and performance of each
practice (Figure 1). It can be used to (1) identify the most cost-effective mix of management practices to meet
projected human demand, in-stream flow standards, water quality standards, and target pollutant loads; (2)
understand trade-offs between meeting management goals and total annual costs; and (3) characterize the
sensitivity of the solution to input data and parameters, such as the effects of climate variability and resulting
changes in runoff and recharge rates on the mix of least-cost practices, and the robustness of the recommended
mix of practices to a range of cost assumptions.

Cost savings associated with reducing probability of flooding damage are incorporated using outputs of the Federal
Emergency Management Agency's HAZUS tool (methodology that contains models for estimating potential losses
from earthquakes, floods and hurricanes), which uses publically available data from flood insurance studies.

Source Water

Treated Water

Component
without storage

Flow jump between

1	Private GW and SW withdrawals and discharges are water flows only; see water quality flews in Figure 2.

2	Up to 9 stormwaler management options may be modeled representing traditional, green infrastructure or low impact development practices or combination of practices.

3	This flow represents the fraction of municipal water use that is routed directly to the storm sewer (e.g., hydrant Hushing)

Figure 1. Watershed and human water system components represented
in WMOST.

U.S. Environmental Protection Agency

Updated F ebrnary 2018


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Process

WMOST calculates the optimal solution based on user inputs of watershed characteristics, human water system
characteristics, management practices, and management goals (Figure 2).

Input Data

•	Human water system
characteristics

•Watershed
characteristics

•	Management practices
(costs and effectiveness)

•	Management goals

&	J

Results

• Mix of least cost
management practices
(number of units, costs)
•Graphs of modeled,
measured, and target
instream flows and
pollutant loads or
concentrations

Optimization

•Objective: Minimize
annual management costs
•Subject to management
goals and physical
constraints of the
watershed and water
system

Figure 2. WMOST modeling process from user inputs through to results used to derive
optimal solutions.

Features

~	Implementation in Microsoft Excel 2016©, allowing development of input files that can be submitted to an
online server with optimization programs, eliminating the need for specialized software.

~	Availability of over twenty potential management practices and goals related to the following:

•	Stormwater and agricultural best management practices (BMPs): Up to fifteen BMPs (structural and
nonstructural), including traditional grey infrastructure, riparian buffers, green infrastructure, and other
low impact development practices.

•	Water supply: Demand management practices, surface and groundwater pumping, surface water storage,
water treatment plant, and drinking water distribution system leak repair.

•	Wastewater: Septic systems, wastewater treatment plant, and infiltration repair in wastewater collection
systems (combined or separate sewers).

•	Nonpotable water reuse: Wastewater reuse facility and nonpotable distribution systems.

•	Others: Aquifer storage and recharge, transfer of water and wastewater between drainage basins, land
conservation, minimum human demand, and minimum and maximum in-stream flow targets, maximum
combined sewer overflow events, maximum water quality concentrations or loads.

~	Spatially lumped calculations modeling one basin and one reach, but with flexibility in the number of hydrologic
response units.

~	Modeling time step of a day or month without a limit on the length of the modeling period.

~	Consideration of baseflow, peak water flows, water quality (concentration and pollutant loads).

~	Automated import of runoff and groundwater recharge rate time series and pollutant loads from existing
hydrology/water quality models and estimated performance of proposed BMPs.

Technical Contact

Naomi Detenbeck, detenbeck.naomi@epa.gov

Model Download

WMOST Versions 2 and 3: epa.gov/exposure-assessment-models/wmost

U.S. Environmental Protection Agency


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