MANAGED AQUIFER RECHARGE (MAR) FOR STORMWATER MANAGEMENT ON THE - - PowerPoint PPT Presentation

managed aquifer recharge mar for stormwater management on
SMART_READER_LITE
LIVE PREVIEW

MANAGED AQUIFER RECHARGE (MAR) FOR STORMWATER MANAGEMENT ON THE - - PowerPoint PPT Presentation

MANAGED AQUIFER RECHARGE (MAR) FOR STORMWATER MANAGEMENT ON THE CAPE FLATS, CAPE TOWN Benjamin Mauck Supervisor: Kevin Winter 11 th November 2015 www.wsud.co.za 2 I NTRODUCTION South Africas urban areas are becoming increasingly vulnerable


slide-1
SLIDE 1

MANAGED AQUIFER RECHARGE (MAR) FOR STORMWATER MANAGEMENT ON THE CAPE FLATS, CAPE TOWN

Benjamin Mauck Supervisor: Kevin Winter 11th November 2015

www.wsud.co.za

slide-2
SLIDE 2

2

INTRODUCTION

South Africa’s urban areas are becoming increasingly vulnerable to water scarcity.

  • Stressed surface water

resources

  • Economic Growth
  • Population Growth
  • Climate change
  • Mediterranean climate
  • Highly urbanised
  • Ecologically sensitive
  • Prone to water scarcity
slide-3
SLIDE 3

3

WATER SENSITIVE URBAN DESIGN

  • Sustainable stormwater management (SUDS)
  • Reuse of water (i.e. MAR),
  • Alternative supply sources (i.e. Groundwater),
  • Improving aesthetic and recreational appeal of urban

water.

slide-4
SLIDE 4

4

WSUD – MANAGED AQUIFER RECHARGE

Stormwater Management Water Supply

slide-5
SLIDE 5

5

STUDY SITE - CAPE FLATS

Tygerberg Durbanville Kuilsriver

Cape Town

Muizenberg

slide-6
SLIDE 6

6

CAPE FLATS - GROUNDWATER

slide-7
SLIDE 7

7

RESEARCH OUTLINE

  • The main objective is to test the applicability of

Managed Aquifer Recharge (MAR) on the Cape Flats:

  • Integrated modelling approach MIKE SHE/MIKE 11.
  • Is it possible to infiltrate winter stormwater into the CFA for

the purpose of stormwater Managment?

  • Can this infiltration be optimised by increasing abstractions

from the CFA for fit-for-purpose uses during the summer months?

slide-8
SLIDE 8

8

Water Quality Urban infrustructure (MIKE URBAN)

MIKE SHE – INTEGRATED HYDROLOGICAL

MODELLING

River flow (MIKE 11) Overland flow and flooding Unsaturated Zone Flow Precipitation Evapotranspiration Saturated Groundwater Flow

slide-9
SLIDE 9

9

MIKE SHE – INPUTS

MIKE 11 Rainfall Potential Evaporation Land Use Soil Types (UZ) Geology (SZ)

slide-10
SLIDE 10

10

MIKE SHE – GW LEVELS

Mean Head Elevation Groundwater Levels

R2 = 0.80 R2 = 0.76 R2 = 0.45 R2 = 0.63

slide-11
SLIDE 11

11

MIKE SHE – HEAD ELEVATION

Simulated

Mean Error = -1.6m Mean Error = -0.4m

Observed

slide-12
SLIDE 12

12

MIKE SHE – RECHARGE

slide-13
SLIDE 13

13

MIKE SHE – FLOW

slide-14
SLIDE 14

14

MIKE SHE – STORMWATER MANAGEMENT?

How much abstraction is needed? How long would it take to refill the aquifer? What are the possible uses for abstracted water?

  • High Water

Table

  • Urban

Flooding

  • Lower Water Table
  • Lower Flood Risk
  • High summer Demand

How much stormwater can be stored?

slide-15
SLIDE 15

15

NEXT STEPS…

 Calibrate MIKE SHE at a regional scale:

  • 1980 – 1984
  • 2010 – 2015
  • Compare Model performance
  • Select optimal sites for MAR:
  • Model output
  • Flood mapping
  • Land use
  • Water Quality
  • Scenario simulation using local scale MIKE SHE models.
  • Artificial Recharge
  • Abstraction (Pump tests)
  • Climate Change
slide-16
SLIDE 16

THANK YOU

www.wsud.co.za

slide-17
SLIDE 17

17

CSIR:

  • Potable water

supply

  • Waste water

treatment

  • Re-use

Reviewed again for bulk water supply potential.

CAPE FLATS AQUIFER

  • Number of studies since the 1970’s: Henzen,1973; Wessels and

Greeff, 1980; Hay,1981; Tredoux,1983 &1984; Vandoolaeghe, 1989 &1990; Fraser and Weaver, 2000; DWAF 2007 & 2008.

Reviewed for bulk water supply potential. 1970 Early 1980’s 2015/2016 Late 1980’s 2000 2007-2008 DWAF: Berg CMA

  • Report. The CFA

was an area of interest. Exploration CFA Hydrogeological Properties.

Increasing CFA Interest:

  • UCT, Delta H,

Umvoto, CSIR, CoCT & DWS

slide-18
SLIDE 18

18

MODEL SELECTION

  • Stormwater models (SWMM, MOUSE, P8 or MUSIC) lack detailed

groundwater representation.

  • Coupling urban stormwater and groundwater models (i.e. SWMM

and MODFLOW):

  • Lack of communication/feedback at each time step.
  • DSS - Established urban groundwater Decision Support Systems:
  • Data intensive
  • Complex model structure
  • Integrated hydrological models – MODHMS, HGS, MIKE SHE:
  • Fully integrated surface- and ground-water capabilities,
  • Spatially distributed,
  • Simpler model structure,
  • Flexible model requirements (data availability or conceptual model),
  • MIKE SHE can link urban stormwater model MIKE URBAN.