APPLICATION OF THE FAST THEORY TO THE SEDIMENTOLOGY OF THE PAWMPAWM RIVER, GHANA - PowerPoint PPT Presentation

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APPLICATION OF THE FAST THEORY TO THE SEDIMENTOLOGY OF THE PAWMPAWM RIVER, GHANA

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APPLICATION OF THE FAST THEORY TO THE SEDIMENTOLOGY OF THE PAWMPAWM RIVER, GHANA Divine Odame Appiah, Dept. of Geography and Rural Dev t, KNUST, Kumasi – PowerPoint PPT presentation

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Title: APPLICATION OF THE FAST THEORY TO THE SEDIMENTOLOGY OF THE PAWMPAWM RIVER, GHANA


1
APPLICATION OF THE FAST THEORY TO THE
SEDIMENTOLOGY OF THE PAWMPAWM RIVER, GHANA
  • Divine Odame Appiah,
  • Dept. of Geography and Rural Devt,
  • KNUST, Kumasi
  • GGA/GGTA ANNUAL CONFERENCE
  • Held at KNUST, Kumasi
  • From 1st to 4th August, 2012
  • Theme environmental sustainability and
    development the Geographers Perspective

2
Introduction
  • Stream channel morphology is a function of
    sediment entrainment
  • Is it also a function of discharge and sediment
    yield. At different sub-links of the river
    (capacity, competence)
  • Interaction of precipitation, vegetation, runoff
    and erosion
  • Climate and geology are also essential controls
    on river channels
  • This was evident for the pawmpawm river system

3
Flow And Sediment Transport Theory (FAST)
Approach
  • FAST Flow And Sediment Transport
  • Intensive interrelationship between riverbed
    adjustment and bed load transfer (competence
    capacity)
  • Both river bed geometry and bed load transfer are
    controlled by the development of flow cells
  • The FAST theory considers links in continuum as
    the operative criteria of sediment generation and
    discharge

4
Problem justification
  • Small rivers have been glossed over in many
    fluvial geomorphologic studies
  • Pawmpawm river demonstrates peculiar hydrologic
    characteristics that makes it amenable for
    studies
  • Coupled with the increasing changing human
    landuses in the basin.
  • Have tendencies to affect the sediment and water
    inputs (Kirkby and Rice, 1994)

5
Materials and methods
  • Current meter and wadding rods used for V, A, s
    Q data, relevant for the estimation of the
    sediment concentration
  • Two gauges were installed at Huhunhya and
    Oterkpolu and daily-monitored.
  • In all, five flow measurements were taken at each
    station
  • Sediments in Petri dishes in ovens at 70C. To
    determine gross and net weights in mg/l WRI
    Laboratory. Decantation and heating of samples
    for the suspended
  • Generation of discharge and sediment rating
    curves (EXCEL)

6
Study area
7
Morphometry of the Pawmpawm river
Parameters Measurements
Total Length 452.69 km
Area of the 21 km2
Length of Channel 40.60 km
Slope of Channel 4. 87 m/km
Maximum Length of Basin 8.20 km
Areas of Circle with Same Perimeter 22.79 km2
Total No. of Streams (Ordered) 217
Amplitude (456-91) m 365m/ 0.365 km
8
  • RESULTS
  • Where, Qs suspended sediment transport
    (tones/day) Qw water discharge (m3/s) Cs
    suspended sediment concentration (mg/l) and
    0.0864 conventional constant
  • (?rstein, 1979)

9
Results cont...
  • The sediment rating curves with water discharge
    for days only water levels were measured.
  • Generally, the power function derived from the
    loglog slopes is commonly used to provide a fit
    between measured water and sediment discharges in
    the following relationship
  • (Gosseline and Craig, 2002)

10
A Rating Curve for Osubo
11
Results cont
  • The lowest and highest discharge values recorded
    for the Osubo were 0.1953 m3/s and 0.3555 m3/s,
  • Corresponding to gauge heights of 0.30 m and 0.38
    m respectively.

12
Rating Curve for Huhunya
13
  • Discharges measured from Huhunya were 0.44 m3/s
    and 0.8366 m3/s, with gauge heights of 0.20 and
    0.40 m respectively
  • The highest and lowest recorded water levels were
    0.84 m and 0.40 m respectively. These values
    yielded discharge values of 1.5841 m3/s and
    0.7130 m3/s respectively.

14
Rating curve for Oterpkolu
15
SST for Huhunya
16
SST for Oterkpolu
17
Results cont
  • The minimum and maximum sediment discharges at
    the Oterkpolu gage station were 1.4066 and 8.0248
    tonnes/day respectively
  • Typically, sediment-rating curves plotted on
    logarithmic scales have large slopes at low
    discharges and smaller slopes at high discharges.

18
Conclusions/implications
  • The likelihood for the sediment load of the river
    to increase if... basin degradation
  • The implication on the Volta lake sedimentation
    at the confluence
  • Suspended load of the river does not necessarily
    change with discharge downstream rejected by the
    t-test analysis.

19
Vegetable farm in close proximity to the river
20
Implications
  • Anthropogenic influences on the river basin were
    considerably high e.g. Farming
  • Some farms were seen located closer than the
    buffer zone of usually 30-40 metres from the
    river banks.
  • De-vegetation activities for fuelwood were
    identified.
  • Coupled with other land use activities within the
    basin, the River basin considerably impacted.

21
Heavily silted bridge
22
Abandoned Bridge
Tack so mycket!
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