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AN INTEGRATED DECISION SUPPORT APPROACH TO THE SELECTION OF SUSTAINABLE URBAN DRAINAGE SYSTEMS (SUDS). J Bryan Ellis, Lian Lundy and D Michael Revitt Urban Pollution Research Centre Middlesex University, The Burroughs, Hendon. NW4 4B. London, UK. SWITCH Conference. The Future of Urban Water Solutions for Livable and Resilient Cities. UNESCO, Paris. 24-26 January

AN INTEGRATED DECISION SUPPORT APPROACH TO THE …switchurbanwater.lboro.ac.uk/outputs/pdfs/W2-1_GEN_PRS_Decision... · making process on sustainable drainage for new and retrofit

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Page 1: AN INTEGRATED DECISION SUPPORT APPROACH TO THE …switchurbanwater.lboro.ac.uk/outputs/pdfs/W2-1_GEN_PRS_Decision... · making process on sustainable drainage for new and retrofit

AN INTEGRATED DECISION SUPPORT APPROACH TO THE SELECTION OF

SUSTAINABLE URBAN DRAINAGE SYSTEMS (SUDS).

J Bryan Ellis, Lian Lundy and D Michael RevittUrban Pollution Research CentreMiddlesex University, The Burroughs, Hendon. NW4 4B. London, UK.

SWITCH Conference. The Future of Urban Water Solutions for Livable and Resilient Cities. UNESCO, Paris. 24-26 January

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A SUDS DECISION SUPPORT SYSTEM (DSS)

- Increasing interest in the application of SUDS for stormwater controland management; SUDS controls now being incorporated intolegislative requirements for urban drainage infrastructure

- Lack of familiarity/experience of SUDS (design, performance, O&M,costs etc..)

- Need for public communication and engagement in the decisionmaking process on sustainable drainage for new and retrofitdevelopments

- Help overcome the “wicked” problem presented by the complexityof urban stormwater drainage controls and management

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FRAMEWORK

MANAGER

ExternaI Inputs

e.g STORM

MIKE11

Infoworks CS

FloodArea

Eco.SWM

Depth-Damage

curvesOutput

Processor

SUDS OPTION MCA MATRIX

MODULES

LandUse

SUDS

MCA

SUDS

Catalogue

Storm Event Rainfall Profiles

Landuse Runoff Coefficients

Surface and Soil Type/Character

Groundwater Profiles

GIS sewer network

GIS LandUse

DSS AND SUDSLOC TOOL STRUCTURE

2D Flood mapsSUDS types and locationFlood damage maps

Decision

Support

LiDAR

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Stormwater SUDS Decision Support System (DSS) - Interactive tool to support users in the selection and location of SUDs- Integrate wider considerations involved in the urban development process- Communication of information in user-friendly format

Integrates three stormwater SUDS assessment components: - Site characteristics- BMP pollutant removal- End-user preferences (multi-criteria analysis; MCA)

GIS-based platform: VisialStudio.net 2003® supported by ESRI® ArcGIS library 9.1®

GIS Interface User-Friendly Interface

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-Rf values derived from GLUD Mastermap- Runoff volumes/depths derived from storm profile

• Land use, soil type, slope, depth to groundwater, drainage area, presence of ‘flat’ roofs etc.• Default values relate SUDS type to the above site factors• Set of ‘rules’ which determine which BMP can be located at a particular site• User able to change default settings

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• Criteria: major established and influencing factors on which

the final judgement, evaluation or decision is made

• Indicators: diagnostic states or conditions which describe

relevant and appropriate properties of the given criteria

• Benchmark: threshold value or condition (qualitative or

quantitative) which can comprise a point of reference for

stakeholder decision-making and indicate an acceptable level

of performance

GENERIC SUDS SUSTAINABILITY INDICES(Water quantity, water quality, amenity/ecology)

- need to be satisfied for the specific development site

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CRITERIA (AoC) INDICATORS

Technical Flood Control

Pollution Control

System Adaptability

Environmental Receiving Water Volume Impact

Receiving Water Quality Impact

Ecological Impact

Operation and Maintenance Maintenance and Servicing Requirements

System Reliability and Durability

Social and Urban Community Benefits Public Heath and Safety Risks

Sustainable Development

Public/Community Information and Awareness

Amenity and Aesthetics

Economic Life Cycle Costs

Financial Risk/Exposure

Long Term Affordability

Legal and Urban Planning Adoption Status

Local Building and Development Issues

Urban Stormwater Management Regulations

Criteria Indicator Benchmark UnitsTechnical Flood control Overflow frequency 1...n

Design storm return interval RI yrs

Extreme event control H/M/L

Pollution control Dissolved pollutant capture %; H/M/L

Solid(s) pollutant capture %; H/M/L

System Adaptability Ease of retrofitting H/M/L

Design freeboard % ; Volume, m3

Environmental Receiving Water Volume Impact Downstream erosion H/M/L

Thermal effects C°Groundwater levels Depth; m

Receiving Water Quality Impact Compliance with RWQ standards %; mg/l

Threshold pollutant

concentrations

mg/l

Ecological Impact Biotic diversity Biotic scores

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0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1

0 50 100 150 200

Level of Protection (Design RI Years)

Uti

lity

Sc

ore

1

2

3

4

5 Detention/Retention Basin

Infiltration Basin

Wetlands. Settlement tanks

Infiltration trenches

Porous paving/ Filter strips

Bioretention. Green roofs

Filter drains/Swales

Soakaways, Porous asphalt

Derivation of MCA Utility Scores and Ranking Value for the Flood Control Indicator

1:20/30

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Pollutant Removal Potential• Combination of field data and expert judgement

• Assess potential for 7 pollutant removal process to occur in range of SUDS

• Assess the potential for specific pollutants to be removed by these 7 pollutant removal

processes

• Information combined to develop single unit value describing the relative potential for

a particular pollutant to be removed by specific SUDS Ranking values enables a SUDS

pollutant-specific order of preference to be developed

Kd

VsL0.5Kds

Removal process Significance of

process to BMP

Significance of

process to pollutant

Combined

Value

Adsorption to substrate 2.5 3.0 7.50

Sedimentation 1.5 3.0 4.50

Microbial degradation 2.0 1.0 2.00

Filtration 2.5 3.0 7.50

Volatilisation 1.0 2.0 1.00*

Photolysis N/A 3.0 -*

Plant uptake 1.0 3.0 3.0

Overall value 25.5

* = weighted 0.5

Significance of the

removal process to SUDS

e.g. infiltration trench

Significance of the removal

process to the pollutant

e.g. pyrene

High = 3, Medium = 2, Low = 1, N/A = *

Kd

Derivation of SUDS Scores for Pollutant Capture Benchmark

KowL0.5

VsL0.5

KdsKh

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TSS Removal Performance

0

2

4

6

8

10

12

14

16

Ra

nk

ed

Ord

er

of

Pre

fere

nc

eIn

filtra

tion

basi

n

Con

stru

cted

wet

land

(SSF)

Por

ous

pavi

ng

Con

stru

cted

wet

land

(SF)

Ext

ende

d de

tent

ion

basi

n

Sw

ale

Infil

tratio

n tre

nch

Soa

kaw

ayR

eten

tion

pond

Filte

r dra

inD

eten

tion

basi

nFi

lter s

trip

Lago

onPor

ous

asph

alt

Set

tlem

ent t

ank

BMP

BOD AND ORGANICS REMOVAL

54

3

2

1

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0

3

6

9

12

15

Infiltra

tion

basin

Con

stru

cted

wetla

nd (S

SF)

Con

stru

cted

wetla

nd (S

F)

Porou

s pa

ving

Exten

ded d

eten

tion

basin

Swal

e

Infiltra

tion

trenc

h

Soaka

way

Ret

entio

n po

nd

Filter

dra

in

Det

entio

n ba

sin

Filter

stri

p

Lago

on

Porou

s as

phalt

Settle

men

t tan

k

BMP

Avera

ge r

an

ked

ord

er

of

pre

fere

nce

5

4

3

2

1

All Pollutant Group Ranking and Grade Scores

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-Rf values derived from GLUD Mastermap- Runoff volumes/depths derived from storm profile

• Land use, soil type, slope, depth to groundwater, drainage area, presence of ‘flat’ roofs etc.• Default values relate SUDS type to the above site factors• Set of ‘rules’ which determine which BMP can be located at a particular site• User able to change default settings

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FRAMEWORK

MANAGEREventually you get a

comparison of chosen

alternatives

Compare

• cost,

• impact,

• required actions

by others

• water quality, etc.

Does the solution fit?

DSS helps with road

maps

Decision

Support

SUDS OPTION MCA MATRIX

DSS AND SUDSLOC TOOL

Output

ProcessorHow to:

• inform the public

• work together

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Man

ho

le

Man

ho

le

1D

Sewer

Flow

2D Surface

Flow

1D/2D COUPLED MODELLING

FOR SURFACE PLUVIAL

FLOODING

Identifies and quantifies flood

depths and flow paths during

extreme storm events

Flow Path

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WHAT SUDS DRAINAGE

CONTROLS AND WHERE TO

LOCATE THEM????

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WHERE DO WE LOCATE SUDS?

THE SUDSLOC MODEL

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GIS-BASED DSS STORMWATER

MANAGEMENT- GIS-based, user-friendly, web-based screening tool

- Basis for selecting and locating appropriate SUDS drainage controls

for the mitigation of surface flooding and pollution impacts

- Provides flexible communication tool for stakeholder and public

consultation and information on flood procedures and mitigation

measures as well as amenity/ecology benefits of SUDS

- Identifies “critical drainage areas” as specified under WFD SWMP

requirements with mapped flood areas, depths, flow paths and

velocities on real-time basis

- Assist in emergency planning