Title: Droughts in Ohio: Shall We be Worried?
1Droughts 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
2Precipitations in OhioGeographic Distribution
(World Book)
3Precipitations in OhioTemporal Distribution
(ODNR)
4Streamflows in OhioAthens Gauging Station
(USGS)
5Streamflows in OhioDelaware Gauging Station
(USGS)
6Ohio - Blessed Land
- As far as
- water is concerned,
- it is promised.
7Streamflows in OhioAthens Gauging Station
(USGS)
81988 Drought in the Midwest
91988 Drought in the Midwest (Athens Messenger,
6-10-1988)
101988 Drought in the Midwest (Athens Messenger,
6-9-1988)
111988 Drought in the Midwest (Athens Messenger,
6-20-1988)
121988 Drought in the Midwest (Athens Messenger,
June 1988)
13How to Define Droughts(AWRA Journal, October
1990)
14A 100-year Drought?(AWRA Journal, October 1990)
15Truncation Level of Drought IndicatorsStreamflow
, Precipitation, Reservoir Level
16Drought DefinitionTemperature and Groundwater
Drawdown
17Levels of Drought Severity
- 70 Drought Severity
- 80 Drought Severity
- 90 Drought Severity
- 95 Drought Severity
18A Drought Monitoring Method
- Operable under existing conditions
- Palmer Drought Severity Index (Palmer, 1965)
- Technically effective
- Acceptable by all parties
19Drought Indicators
- Streamflow
- Precipitation
- Groundwater Level - drawdown
- Temperature -
- Reservoir Level -
20Scioto River Basin
21- Streamflow
- Gauging
- Stations (18)
22Example 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)
27Mean Drought Durations
28Conditional Probabilityfrom 70 to 80
29Severity 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
30Gauging Stations in the Basin
31Basinwide 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
32Test for April 1988
33Test for May 1988
34Test for June 1988
35Summary 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? -
36Flood vs. Drought
- Reservoirs operated for flood control only
- Can that be for drought management?
37Four Reservoirs in the Basin
38Requirements 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.
-
39Assumptions 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.
40Expression of Area Factor
41Expression of Distance Factor
42Objective Function of the Optimization Model
43Constraints for Minimum Flows at Control
Stations
44Constraints for Mass Conservation of Involved
Reservoirs
45Constraints for Minimum Releases from Involved
Reservoirs
46Example of Constraints for 70 Drought Severity
47Example for Deer Creek- April 1988
48Example for Deer Creek-May 1988
49Example for Deer Creek-June 1988
50Example for Paint Creek-May 1988
51Example for Paint Creek-June 1988
52Example for Paint Creek-July1988
53Example Paint Creek-August 1988
54Paint Creek - September 1988
55SummaryThe 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.
56Water in Ohio
- Yin Shortage of water Yang Too much of water
Yin and yang are complementary
57Personal Reflections
- Conservation Mass, Energy, and Momentum
- Equilibrium
- Water and Watershed
-