Stormwater Flashcards

1
Q

Design Objectives - Stormwater

A

Is to regulate the storm surface run-off rate of flow and volume (quantity) and control groundwater levels and to protect the quality of both; to the extent that agreed levels of service are maintained and any adverse effects on the environment are no more than minor.

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2
Q

Adverse Effects of Stormwater design on the Environment

A
  • Flood damage
  • Surface and channel erosion and sedimentation
  • Water pollution
  • Loss of bio-diversity
  • Damage to aquatic ecosystems
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3
Q

Minimum Levels of Service - Building Act

A
  • Safeguard people and property
  • Surface water resulting from an event having a 2% probability shall not enter buildings
  • Drainage systems for the disposal of stromwater shall be constructed to convey surface to an appropriate outfall, avoid blockages and avoid damage
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4
Q

Minimum Levels of Service - Considerations

A
  • Future sea level rise
  • Climate change (higher intensity storm events)
  • Land settlement
  • Future development
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5
Q

Consent to Discharge

A
  • New stormwater systems require approval form the District Council and consent from Regional Council (Environment Canterbury)
  • Discharge consent may be needed for both construction and operation
  • Consent conditions vary between Regional Councils
  • Management Plans often are required to demonstrate compliance
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6
Q

Design Outcome - Detail

A

Acceptable overland flowpaths:

  • Roads
  • Parks/Reserves
  • Avoid private properties if possible (as easily blocked)
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7
Q

Common Methods to Estimate Flood Flows

A
  • Rational Method: Q=CIA
  • Auckland: Modified SCS method
  • Hydrological and hydraulic models (MIKE Flood, HECRAS, INFOWORKS)
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8
Q

Freeboard

A

Provides contingency against:

  • Flood level estimation methods
  • Future climate change
  • System failure (blockage)
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9
Q

Rational Method

A

Q = CIA

  • Q = runoff in L/s
  • C = runoff coefficient
  • I = average rainfall intensity (mm/hr)
  • A = area of catchment (ha)
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10
Q

Why treat Stormwater

A
  • Receiving environment protection
  • Public health
  • Recreational values (fisheries)
  • Aesthetics
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11
Q

First Flush

A
  • Highest concentration in first third of rainfall event

- Focus treatment on first flush contaminant removal

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12
Q

Contaminant Management Approaches

A
  • Planning Controls
  • At-source treatment
  • End of pipe treatment
  • Community educaiton
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13
Q

At-Source Treatment

A

Treatment on-site prior to discharge to network.

  • LID devices: Rain gardens, green roofs, biofiltration trenches
  • Proprietary device sized for site (sandfilter/catchpit filter)
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14
Q

At-Source Controls - Hydrological

A
  • Minimise impervious area
  • Rain water tanks
  • Soakage
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15
Q

End of Pipe

A

One device serves whole catchment:

  • Wetlands, wet and dry ponds
  • Large proprietary device (sandfilter, downstream defender)
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16
Q

Community Education

A
  • Changes behaviour
  • Promotes ownership
  • Can be critical to success
17
Q

Canterbury Conditions

A
  • Soils can be very pervious
  • Good for discharge but not for treatment
  • Soakage devices can combine attenuation, treatment and discharge
18
Q

How to choose approach

A
  • Site constraints
  • Financing
  • Consenting Authority requirements
  • Ongoing responsibility and maintenance
19
Q

Stormwater System Deisgn

A
  • Site infiltration characteristics
  • Sources of contamination
  • Catchment areas (impervious and pervious)
  • Topographical survey
  • Existing services
  • Existing drainage/treatment
20
Q

General Rules for 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 using sediment control devices
21
Q

Design Project - Site Characterisation

A
  • Location of natural waterways, springs, bores, wells or wetlands
  • Location of existing drainage and overland flow pathways
  • Identify high value features
  • Current and future flood risk
  • Catchment impervious areas
  • Landuse change
  • Relevant catchment boundaries
  • Soil characteristics