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Droughts in Ohio: Shall We be Worried?

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Title: Droughts in Ohio: Shall We be Worried?


1
Droughts in Ohio Shall We be Worried?
  • Tiao J. Chang
  • Department of Civil Engineering
  • Russ College of Engineering, Ohio University
  • Athens, Ohio 45701
  • Prepared for the WMAO 2009 Fall Conference
  • November 5, 2009

2
Precipitations in OhioGeographic Distribution
(World Book)

3
Precipitations in OhioTemporal Distribution
(ODNR)
4
Streamflows in OhioAthens Gauging Station
(USGS)
5
Streamflows in OhioDelaware Gauging Station
(USGS)
6
Ohio - Blessed Land
  • As far as
  • water is concerned,
  • it is promised.

7
Streamflows in OhioAthens Gauging Station
(USGS)
8
1988 Drought in the Midwest
9
1988 Drought in the Midwest (Athens Messenger,
6-10-1988)
10
1988 Drought in the Midwest (Athens Messenger,
6-9-1988)
11
1988 Drought in the Midwest (Athens Messenger,
6-20-1988)
12
1988 Drought in the Midwest (Athens Messenger,
June 1988)
13
How to Define Droughts(AWRA Journal, October
1990)
14
A 100-year Drought?(AWRA Journal, October 1990)

15
Truncation Level of Drought IndicatorsStreamflow
, Precipitation, Reservoir Level
16
Drought DefinitionTemperature and Groundwater
Drawdown
17
Levels of Drought Severity
  • 70 Drought Severity
  • 80 Drought Severity
  • 90 Drought Severity
  • 95 Drought Severity

18
A Drought Monitoring Method
  • Operable under existing conditions
  • Palmer Drought Severity Index (Palmer, 1965)
  • Technically effective
  • Acceptable by all parties

19
Drought Indicators
  • Streamflow
  • Precipitation
  • Groundwater Level - drawdown
  • Temperature -
  • Reservoir Level -

20
Scioto River Basin
21
  • Streamflow
  • Gauging
  • Stations (18)

22
Example of Truncation Levels Daily Streamflow
  • Olentangy River at Delaware
  • Mean daily flow 10.00 cms
  • 70 Truncation Level 0.911 cms
  • 80 Truncation Level 0.651 cms
  • 90 Truncation Level 0.453 cms
  • 95 Truncation Level 0.312 cms

23
  • Precipitation
  • Gauging
  • Stations (21)

24
  • Temperature
  • Gauging
  • Stations (13)

25
  • Groundwater
  • Wells (14)
  • Reservoirs (4)

26
  • Precipitation
  • Gauging
  • Stations (21)

27
Mean Drought Durations

28
Conditional Probabilityfrom 70 to 80
29
Severity Levels of Streamflow Drought
  • Based on daily flow monitoring, a drought event
    is between two levels of severity
  • Duration of current event Mean drought
    duration
  • Conditional probability 0.50
  • Levels of Severity Selection
  • Gauging Stations
  • Indicator majority of gauging stations

30
Gauging Stations in the Basin
31
Basinwide Drought Severity Levels
  • Streamflow drought plus at least one other
    indicator exceeding the severity level of
    streamflow drought - Level of streamflow
    drought is selected.
  • Streamflow drought plus at least one other
    indicator reaching 70 but not exceeding that of
    streamflow drought 70 is selected
  • Streamflow not reaching 70 but at least two
    other indicators are 70 is selected

32
Test for April 1988
33
Test for May 1988
34
Test for June 1988
35
Summary The monitoring method
  • Groundwater drawdown indicated the drought
    event at the earliest stage.
  • Precipitation is the most sensitive drought
    indicator.
  • Based on the definition as stated, streamflow
    becomes the most critical basinwide drought
    indicator?

36
Flood vs. Drought
  • Reservoirs operated for flood control only
  • Can that be for drought management?

37
Four Reservoirs in the Basin
38
Requirements for the Optimization Model
  • Minimum release is required for each reservoir.
  • Minimum streamflow at control stations according
    to demands at a given drought severity level.
  • Mass conservation of a reservoir.
  • Minimum reservoir elevation for a reservoir.

39
Assumptions for the Optimization Model
  • Maximum Release - the amount enclosed between
    the specified reservoir elevation and the 70
    truncation level of the reservoir.
  • Area Factor- contribution of a reservoir to a
    downstream control station is proportional to
    the drainage area of a reservoir.
  • Distance Factor - contribution of a reservoir to
    a downstream control station is inversely
    proportional to the distance of the reservoir
    from the control station.

40
Expression of Area Factor

41
Expression of Distance Factor

42
Objective Function of the Optimization Model

43
Constraints for Minimum Flows at Control
Stations

44
Constraints for Mass Conservation of Involved
Reservoirs

45
Constraints for Minimum Releases from Involved
Reservoirs

46
Example of Constraints for 70 Drought Severity

47
Example for Deer Creek- April 1988

48
Example for Deer Creek-May 1988

49
Example for Deer Creek-June 1988

50
Example for Paint Creek-May 1988

51
Example for Paint Creek-June 1988

52
Example for Paint Creek-July1988

53
Example Paint Creek-August 1988

54
Paint Creek - September 1988

55
SummaryThe Optimization Method
  • Daily monitoring of drought severity as defined
    enables an optimum model for management using
    flood-control reservoirs.
  • The developed area factor and distance factor
    rationalize conflicting constraints for
    competing uses under the stress of water
    shortage.
  • The safe yield of a reservoir estimated based on
    drought severity levels eases the operation of
    the reservoir.

56
Water in Ohio
  • Yin Shortage of water Yang Too much of water

Yin and yang are complementary
57
Personal Reflections
  • Conservation Mass, Energy, and Momentum
  • Equilibrium
  • Water and Watershed
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