Raman spectroscopy.pptx M Pharm, M Sc, Advanced Spectral Analysis
Catastrophic floods and flow declines in the Upper Colorado basin, Texas
1. Catastrophic floods and flow declines in the Upper Colorado River
Lake Travis near Austin
World’s largest
multi-arch dam
Lake Buchanan
Raymond Slade, Jr.
Certified Professional Hydrologist
5. Contents
Floods
Extremes
Trends
Most of the data and informaiton herein are from
Slade, R.M., Jr., 2020, Runoff Inflow Volumes to the Highland Lakes in Central Texas: Temporal
Trends in Volumes and Relations between Volumes and Selected Climatic Indices: Texas Water
Journal, vol. 11 No. 1 https://twj-ojs-tdl.tdl.org/twj/index.php/twj/article/view/7025
6. Arrows indicate
passage of time
Flood planning
Floods flood
panic
concern
awareness
apathy
People often
have extended
panic
7. Colorado River at Austin, 1935
“Floods are merely a hazard…
mankind is the disaster”
Gilbert White
9. Colorado River at Austin, 1936
A 1938 peak also inundated the
Congress Avenue bridge
Buchanan Dam was built after the
1938 flood—Congress Ave. hasn’t
flooded since
10. Typical storms in the Colorado basin
• During a storm its location, size, intensity, direction and
speed can quickly change.
• Storms often retain their character but tend to move east
following many Texas streams.
11. Causes for large floods
• The Colorado has a large watershed but individual storms
never cover the entire basin.
• Storms in the Southwest can be intense but are limited to a
few counties at most.
• Many of the storms travel in a similar direction as the river, at
speeds of about 15 to 20 miles per hour.
• This speed coincides with the approximate flood-wave
velocity of the river.
• Such storms often cause local tributaries to peak at the same
time as the river, thus causing an increase in the main-channel
crest.
12. Storms moving down a basin often cause local tributaries to peak at the same time
as the river, thus causing an increase in the main-channel crest.
Basin
boundary
Affect of moving storms on peaks
The video shows the leading and trailing edges of runoff.
Dispersion of runoff is not shown.
15. Range in inflow to Lake Buchanan
1957
2011
1957
2011
Avg
Year Annual flow
(ft3/s)
% of mean
2011 69 7%
1957 4340 450%
16. 1 big peak in 31 years
Extremes in flood peaks
5 big peaks in 6 years
98% decrease
The gage is near Lake Buchanan
3
17. Variation and decline in Lake Buchanan inflow
59% reduction
Spence
Reservoir
Ivie Reservoir
From Slade, 2020, TWJ report
inflow
Basin regulation
Extremes and trends
18. Lake Buchanan
North
88% 82%
39%
Reservoirs impacting Lake Buchanan inflow
Impoundment
dates
1963
1934
1991
Limited data
Reduction in flow
due to reservoirs
Major releases from these
reservoirs 3-5% of time
Basin boundaries
69% of basin regulated
by 3 reservoirs
However, most of the
reduction is due to ponds
in the reservoir basins
19. Pond density
By 2013, the area exceeded 165,000 acres
1
In 1940, ponds in the basin had a combined
surface area of less than 40,000 acres
20. Water budget major components
Inflow
rainfall
Outflow
runoff
evapotranspiration and seepage to groundwater (ET)
overland flow
stream channels
impoundments
withdrawals
21. Water-budget analysis
rainfall
Year
Much of the increased evapotranspiration would have
otherwise been lost downstream as ET in the channel before
reaching Lake Buchanan.
runoff represents
about 2% of rainfall
Inflow
Outflow
12%
22. Affect of ponds on Buchanan inflow
• Basin rainfall increased 12%
• Lake Buchanan inflow reduced 59%
• 19 reservoirs and 70,000 ponds in basin
• > 81 percent of ET from ponds
• Ponds exceeding 200 acre foot permitted: creation subject to contested public
hearings
• Most ponds have less than permitted volume--built without scrutiny,
permitting, or regulation
• 17,000 to 70,000 ponds from 1940 to 2013
• Pond ET exceeds inflow by 215%
• Basin area extensively developing--ponds will increase
• Buchanan inflow continue to decline