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Ghost River

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Title: Ghost River


1
Ghost River Waiparous Creek in Waiparous
Village on June 21, 2007
2
WATER QUALITY STUDY OF WAIPAROUS CREEK,
FALLENTIMBER CREEKAND GHOST RIVER
  • Prepared for Alberta Environment Completed by
    Clearwater Environmental Consultants
  • in February 2006

3
Study Objectives set by AENV
  • Attempt to determine whether there is a linkage
    between random camping and off-highway vehicles
    (OHV) activities and water quality in these three
    rivers
  • Document baseline water quality data prior to
    the implementation of an access management plan
    by the Alberta Government (SRD)

4
Study Activities
  • Water quality monitoring by AENV during 2004 and
    2005 (some assistance provided by GWAS)
  • Continuous measurements of turbidity (among other
    parameters) as surrogate for total suspended
    solids (TSS) which is a key parameter indicative
    of land disturbance and water quality degradation
  • Counts of vehicular movements were taken at three
    sites along Waiparous Creek

5
Key Findings
  • Sediment loading coefficients in the lower
    regions of Waiparous Creek and Ghost River were
    much greater than would be expected in rivers
    draining a similarly forested environment in the
    upper foothills of southern Alberta (they were
    even greater than loading coefficients in streams
    draining agricultural lands at lower elevations
    where sediment erosion is a common problem)

6
Key Findings (continued)
  • Weight of evidence argument links motorized
    recreational activities with the large increase
    in sediment load between the upstream and
    downstream stations on Waiparous Creek
  • Mechanism of sediment release is best explained
    by observations of the erosion caused by vehicles
    on OHVs tracks at fording points, where tracks
    run into the stream, and from tracks along the
    banks
  • Note Roger Meyer of SRD is quoted as telling the
    study team Restriction of road usage to the
    winter months in the past limited the release
    of silt by erosion to the creek. Now these roads
    are accessible during the wet summer months when
    they are most susceptible to erosion.

7
(No Transcript)
8
More Conclusions of Analysis
  • Increases in nutrients, bacteria and certain
    metals (Al, Fe) are often associated with high
    TSS loads
  • High TSS loads may have significant ecological
    effects downstream when sediments are deposited
    in slower flowing reaches of the river
  • Although Bow river water quality is not affected
    (because the Ghost Reservoir acts like a settling
    tank, sediment build-up in the reservoir should
    be of concern to Transalta (sediment loading over
    just a 2 months period was 1,265,412kg which is
    about 500 cubic metres or 20,000 cubic feet of
    sediment most of which ends up in the reservoir)

9
More Details
  • TSS Loading coefficient increased between the
    upper Waiparous and the DND Camp from 6.34 kg/ha
    to 47.1kg/ha
  • For the actual area along Waiparous Creek the
    loading coefficient is even higher, i.e. 57kg/ha
    which is almost ten times higher than upstream
  • Comparative values for the Elbow River above and
    below Bragg Creek are 1.74 and 12.04 kg/ha
    respectively.Note Loading coefficients are the
    total mass of TSS in kg carried by a watercourse,
    divided by the area of the drainage basin over a
    period of time, usually calculated on an annual
    basis
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