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Dam Removal as a Solution to Increase Water Quality

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The St. John's dam was constructed in the 1930s to serve as a water supply for the city of Tiffin. ... One gaging station is approximately 33 river miles downstream from the dam ... – PowerPoint PPT presentation

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Title: Dam Removal as a Solution to Increase Water Quality


1
Dam Removal as a Solution to Increase Water
Quality Matthew Nechvatal, Tim Granata Department
of Civil and Environmental Engineering and
Geodetic Science The Ohio State University
Preliminary Results
Background St. Johns Dam (Figure 1) was a
concrete low-head dam located on the Sandusky
River in north central Ohio. The river drains
approximately 3,680 km2 of the Sandusky River
watershed (Figure 2) and flows north to Lake
Erie. Eighty-nine percent of the watershed is
located in four counties Sandusky, Seneca,
Wyandot, and Crawford, which consist of 27 major
cities or villages. Table 1 shows the different
types of land use designated in the watershed.
Along with the St. Johns Dam, the Sandusky River
has four other dams. The St. Johns dam was
constructed in the 1930s to serve as a water
supply for the city of Tiffin. It was originally
2.2 m high, 46 m long, and was located at River
Mile (RM) 50. It was breached on March 18, 2003,
by notching the dam on the west bank to 0.5 m.
The dam was then removed on November 17, 2003.
Figure 4 Spatial nitrate distribution at eight
different locations before and after dam removal
upstream and downstream of St. Johns Dam
Figure 6 - Turbidity, ORP, and temperature
downstream of St. Johns Dam before, during, and
after removal
Figure 2 Sandusky River Basin (Courtesy of Fang
Cheng)
  • YSI water quality sonde was place 200 m
    downstream of the dam
  • Dam was removed November 17, 2003
  • Turbidity increased from 32.2 NTU to 120.0 NTU in
    two hours following dam removal
  • ORP decreased from 129 mV to 46 mV in a 70 minute
    duration following removal
  • Temperature increased 3.93 oC over the next 2.3
    days as the water from the reservoir drained
    downstream

Figure 1 Breaching of St. Johns Dam (Photo by
Fang Cheng)
  • Pre-removal nutrient data
  • In September and November nutrient concentrations
    increased from above the dam down to the dam then
    leveled off below the dam, however, in October
    data fluctuated
  • Post-removal nutrient data
  • In November nutrient concentrations increased
    above the former dam site and then leveled off
    below the former dam. This occurred
    approximately 8 days after removal. Nutrient
    data had not yet leveled off
  • In December and April nutrient concentrations
    leveled off to similar concentrations above and
    below the former dam site

  Total Urban Ag. Shrubs Woods Water Wetlands Barren
Km2 3680 43 3090 18 465 13 41 10
cover 100 1.2 84 0.5 12.6 0.4 1.1 0.2
Table 1 Land use and area in the Sandusky River
Watershed (Courtesy of the Sandusky River
Watershed Coalition)
Objectives
  • Statistically determine water quality changes
    upstream and downstream of St. Johns Dam after
    removal
  • Changes in denitrification potential in the
    former impoundment will be studied to assess if
    it is a source or sink of nitrogen
  • Model dam removal with a hydrodynamic model (Mike
    11) to determine water quality parameters

Methodology
  • Nutrients (NO3-, PO43-, NH4) in the river were
    sampled monthly at 4 locations upstream and 4
    locations downstream of the dam before and after
    removal (Figure 3)
  • Water quality YSI sonde was deployed from a canoe
    measuring DO, pH, temperature, ORP, specific
    conductivity, and turbidity at 5 Hz from 17.7 km
    upstream of the dam down to the dam
  • Vertical profiles were taken with the YSI water
    quality sonde directly behind the dam measuring
    temperature and DO

Figure 7- Sandusky River gaging station flow data
before, during, and after removal
  • There are two gaging stations upstream of the dam
  • One gaging station is approximately 33 river
    miles downstream from the dam
  • One day after dam removal an increase of 5.7 m3/s
    was detected
  • Three days after dam removal, a large flooding
    event increased the discharge by 38 m3/s
  • Removing the dam was similar to a small flooding
    event

Figure 5 Spatial temperature profile upstream
of the dam (mean subtracted from each point)
  • Pre-removal temperature data
  • In October temperature increased as you moved
    down the reservoir toward the dam, however, in
    November data fluctuated
  • Post-removal temperature data
  • In December temperature leveled off. There was
    no increase or decrease in temperature as you
    moved down the former impoundment toward the dam

Acknowledgements
We would like to thank Fang Cheng and Dan
Gillenwater at OSU and Bob Vargo at the Ohio DNR
for the field work they have contributed to this
project.
Figure 3 Sample sites upstream and downstream
of the dam
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