Stormwater Flashcards

1
Q

Design Objectives

A
  • to regulate the storm surface run-off rate of flow and volume and to control groundwater levels and protect the quality of both
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2
Q

Potential adverse effects of stormwater

A
  • flood damage
  • surface and channel erosion and sedimentation
  • water pollution
  • loss of bio-diversity
  • damage to aquatic eco-systems
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3
Q

Building Act Requirements

A
  • safeguard people and property
  • surface water from an event having a 2% probability shall not enter buildings
  • drainage systems for the disposal of stormwater shall be constructed to convey surface to an appropriate outfall, avoid blockages, avoid damages
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4
Q

Common rules relating to flood mitigation

A
  • minimum 0.5m freeboard above the X year return period predicted flood level for all inhabitable floors
  • defined secondary overland flowpaths
  • pipe network must be designed for the Y year return period flood.
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5
Q

Considerations

A
  • future sea level rise
  • climate change (higher intensity storm events rain)
  • land settlement
  • future development
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6
Q

Acceptable Overland Flow Paths

A
  • roads
  • parks/reserves
  • avoid private properties if possible (easily blocked)
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7
Q

How to estimate flood flows

A
  • Rational Method (Q = CIA commonly used)
  • Auckland - Modified SCS method
  • Hydrological and Hydraulic models
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8
Q

Freeboard

A

provides contingency against:

  • flood level estimation methods
  • future climate change
  • system failure (e.g. blockage)
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9
Q

Why treat stormwater?

A
  • protection of receiving environment
  • public health
  • recreational values (e.g. fisheries)
  • aesthetics
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10
Q

First Flush

A
  • highest concentration in first third of rainfall event

- focus treatment on first flush contaminant removal

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11
Q

Contaminant Management Approaches

A
  • planning controls
  • at-source treatment
  • end of pipe treatment
  • community education
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12
Q

At-source treatment

A
treatment on site prior to discharge to network
Controls: swales, green roof
- minimise impervious area
- rain water tanks
- soakage
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13
Q

End of Pipe

A

one device serves whole catchment

  • wetlands, wet and dry ponds
  • large proprietary device (e.g. sandfilter, downstream defender)
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14
Q

Community Education

A
  • changes behaviour
  • promotes “ownership”
  • can be critical to success
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15
Q

Canterbury conditions

A
  • soils can be very pervious
  • good for discharge but not for treatment
  • soakage devices can combine attenuation, treatment and discharge
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16
Q

How to choose an approach

A
  • site constraints
  • financing
  • consenting authority requirements
  • ongoing responsibility and maintenance
17
Q

What information is needed?

A
  • site infiltration characteristics
  • source of contamination
  • catchment areas impervious and pervious
  • topographical survey
  • existing services
  • existing drainage/treatment
18
Q

General Rules of Erosion and Sediment Control

A
  • minimise disturbed area
  • divert clean flows around the site
  • provide a buffer to watercourses
  • restore disturbance asap / cover temporarily
  • minimise erosion (e.g. use of contours drains on slopes)
  • prevent sediment exiting site - sediment control devices