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"Before the Flood" by: David Pacchioli (Research/Penn State, Vol. 17, no. 3 (September, 1996))
The river will have its day. The rains will come and the river
will rise. The river will rise and spill its banks and spread,
fanning hungrily over the lowest land, widening, seeking its
rest. Spreading its chaos. An angry current, long pent up,
unimaginable: a thundering coffee-brown tumble of mud-water,
miles across, bobbing with tires and tree limbs, porch roofs and
garbage cans. Mesmerizing. Running on, drowning cornfields, wheat
fields, bean fields, baseball diamonds. Unrelenting. Sweeping
through houses, picking up pick-up trucks, snatching up people
and mailboxes, railroad ties and television antennas, chickens
and dogs . . .
Then, suddenly, the anger will fade. The rains will stop.
The sun will come out. For a while the water will remain --
placid now, sorry even, plied by flat-bottomed rescue boats as it
rolls back or soaks its way slowly into the ground. Leaving
behind, eventually, everything it picked up along its route:
swollen clapboards and stinking fish; barrels of oil and the best
of the neighboring county's topsoil; raw sewage; tons and tons of
pale river sand. In the state of Missouri, in the wake of the
disastrous 1993 Mississippi River flood, hundreds of thousands of
acres of farmland were left covered with up to eight feet of
sand.
"That land will take hundreds of years to recover," says Ana
Barros, Penn State assistant professor of civil and environmental
engineering. "And that's a cost not included in the damage
estimates."
Those estimates, by the U.S. Army Corps of Engineers, run to
$10 billion. Sixteen thousand square miles of heartland --
cities, towns, and farms -- were submerged. Eight hundred levees
were breached. Fifty people lost their lives.
"It is not a case of in two years we are all living happily
again," Barros says. "The implications of a major flood are
tremendous -- they go way beyond what is covered by emergency
funding. This is something that will be paid for by future
generations."
The control of rivers has been a human preoccupation since
earliest times. To harness that current to human purposes--
commercial navigation, irrigation -- has been a central economic
goal. Fertile bottomlands are crucial to food production. So
people have engaged in taming the river: straightening,
deepening, shortening, gathering, removing obstacles to passage.
And turning back high water.
Seasonal flooding is part of a river's natural cycle.
Keeping a river within its banks is an unnatural act, one that
requires considerable will -- and considerable infrastructure.
Beginning in the 1930s, the Mississippi River has undergone
intensive and continuous improvement, with construction of levees
and reservoirs and channels and locks. The Flood Control Act of
1937 gave the federal government a legal role in regional flood
control and created the Soil Conservation Service to protect
agricultural land.
In the frequently swampy lower Mississippi basin, a nearly
continuous system of levees arose, set back thousands of feet
from the river. The spacing provided plenty of room for flood
waters to dissipate. The system has worked well.
"This is why one rarely hears of flooding along the lower
Mississippi anymore," Barros says.
The upper Mississippi has been a different story. There, the
levees were placed very close to the river so that the rich land
that had once been part of the floodplain could be appropriated
for agriculture. In places the river was deepened, to further
increase its capacity. Elsewhere, channels were cut to straighten
its meandering flow. Between 1930 and 1940, the river was
shortened by 243 kilometers. The river was narrowed -- by tight
levees and wing dikes, which cut off side channels, in some
places by 75 percent. Upstream, north of St. Louis, reservoirs
were placed for storing excess water along the Iowa, Minnesota,
and Kansas Rivers.
Against normal, seasonal flooding, these measures have
worked pretty well. But they have also wrought major changes on
the river, changes which upset the balance of the river system
and, when it comes to larger events, have had increasingly
negative impacts.
"The real problem in a flood," says Barros, is not the water
itself. It's water flowing fast, carrying a lot of debris with
it, and washing away fertile soil."
Heavy sediment deposits downstream limit the river's
capacity for carrying high flows. The loss of side channels,
closed off either purposely with dikes or incidentally with
sediments, eliminates safety valves which could help drain off
flood water.
The concommitant destruction of wetlands has drastically
lowered floodplain holding capacity. Wetlands act as a sponge in
times of flood, soaking up extra water and releasing it gradually
as conditions permit. In Missouri, representative of the region,
wetland acreage over the last 200 years has shrunk from almost 5
million acres to less than 700,000.
The upper Mississippi, Barros notes, is now fundamentally a
channel, not a river. A channel, she notes, has no capacity to
adapt to variable conditions. Tamed, constricted, "It can't
evolve to prepare itself for the next event. This river has
nowhere to go."
When a big flood comes along, this inflexibility translates
into more damage to the surrounding landscape. Barros cites a
comparison of two similar floods along the Mississippi, one
occurring in 1908 and the other during 1973, which showed that
despite similar amounts of rainfall and nearly identical
conditions, the 1973 flood resulted in downstream water levels
that were eight feet higher.
In April of 93, the spring rains came and kept coming. Four
months worth of solid rain brought record levels of precipitation
over Illinois, Iowa, Kansas, Minnesota, Missouri, Nebraska, North
Dakota, South Dakota, and Wisconsin. The sheer volume of water
was trouble enough; what made things worse, Barros says, is that
the river had no way to handle it all. Confined, moving at high
velocity, the sediment-heavy flow rose and rose. Upstream, to
boot, a loose network of reservoirs effectively backfired: filled
to the brim with record rains, the reservoirs had to be released
all at once, to prevent their bursting.
The result downstream was a foregone conclusion. Flood
gauges in St.Louis topped out at 49 feet -- a full 20 feet above
the previous record. Eight hundred out of 1300 levees were
overtopped, causing flooding much worse, Barros suggests, than if
there had been no levees at all.
The much-abused upper Mississippi, in short, forcefully
reclaimed its floodplain.
A large-scale flood is a complex event, the result of a rare
confluence of dynamic factors.
"Floods are largely a surface hydrological process," Barros
says, "but they can't be separated from atmospheric phenomena.
They involve spatial and temporal scales of weather systems as
well as spatial and temporal variations of land surface."
Yet, Barros notes, "Most flood control design is reactive --
done in response to specific events. It lacks adequate
consideration of long-term, system-wide effects."
Take climatic variability. Global climate is determined to
some extent by the El Nino, the occasional appearance of
unusually warm ocean temperatures along the west coast of South
America. The El Nino varies in intensity on a scale of every few
years.
During the period between 1947 and 1968, Barros notes, there
were a number of strong El Nino events, whose effect was to
increase flooding in the upper Mississippi Valley. The river's
response was to widen in places, accommodating the extra water.
Wetlands spread out across the floodplain.
The human response to this temporary adaptation, she found,
did not take climate cycles into account. (For one thing, not
much was known about El Nino's effects back then.) On one section
of the river that Barros studied, engineers built a large wing
dike. The result, when a drier period resumed, was a drastic
narrowing of channel width -- three-quarters of a mile over 15
years.
Accurate forecasting of large-scale floods would require not
only precise climatic modeling (and we know how difficult it is
to predict the weather), and precise hydrological modeling, but a
precise meshing of the two. "This boundary area,
hydrometeorology, has been overlooked for a long time," Barros
says.
Existing flood forecasts, Barros says, are largely based on
historical stream flow data and precipitation averages.
"Hydrological models are very simplified, for the purpose of
quick forecasting.
"Because hydrologic phenomena are so complex and we dont
know how to describe this complexity," Barros says, "we rely on
the safety net of randomness. We treat things as if there were a
high degree of randomness and a low degree of complexity, when in
reality there is a high degree of complexity and a low degree of
randomness. That's the choice we have made."
The other safety net for current hydrological models, she
says, is their stationary quality. "We assume that the processes
involved are unchanging -- that things will happen in the future
as they have in the past. We know this not to be true, but we
proceed as if it were."
Thus, Barros says, available flood forecasting is very short
term: on the order of a few hours. Long-term worst-case
estimates, on the basis of which engineering designs are made,
are founded on the same scant data. Not surprisingly, those
estimates are often exceeded in the event.
The '93 flood was by engineering standards a freak, a 500-year flood by some estimates. That does not mean, Barros says,
that it won't happen again next year. It only means there's a 1
in 500 chance.
Barros is working on more realistic flood forecasts. It
hasn't been easy. Floods being judged an occasional menace, no
one wants to spend the money for the necessary research. But now
we have the tools, she says, to make real changes.
"We have the technology to look at the data as we could not
before. Advances in data analysis allow us to see in four
dimensions -- looking at space and time at once, rather than
tracking one point over time."
With such capabiliies, Barros and her colleagues can more
accurately depict the many factors involved in a major flood.
Factors like spatial distribution of precipitation.
Even a major flood can be a matter of very localized
precipitation: exceedingly heavy rain in a few key watersheds can
be a deciding factor. Point gauges and radar are not enough to
measure precipitation acccurately at this scale. Mountainous
terrain, for example, can easily defeat radar. At the same time,
even low mountains like Pennsylvania's can have a profound effect
on local rainfall.
Barros won a national award for her 1993 Ph.D. dissertation
on these so-called orographic effects. "The scales of orographic
precipitation are pretty small. One hundred meters can be the
difference between heavy snow and rainfall. To understand it, you
need to work at very fine resolution. We have developed an
algorithm which preserves resolution even at larger spatial
scales, i.e., continents.
"I believe orographic effects also affect the Missouri," she
adds. She looked at about 300 basins in the Missouri valley,
measuring to see whether the '93 flood was the biggest ever. "In
most of the large basins," she says, "the answer is no. In some
where orographic effects are important, however, the answer was
yes."
Barros has demonstrated convincingly that orographic
rainfall played an important role in the Susquehanna River flood
that inundated large sections of Pennsylvania on January 19,
1996, killing fourteen people and causing $1 billion in damages.
In the narrow Appalachian valleys above Harrisburg, between
Williamsport and Wilkes-Barre, air masses were forced to ascend
by the surrounding steep walls, causing condensation, and
rainfall intensities were much higher than elsewhere. Because
those basins are so small, almost all the water was immediately
converted to run-off.
Barros and her graduate students looked at the Loyalsock
basin, near Lock Haven, as a case in point. "There is no
precipitation gauge in the basin," Barros says, "and early on the
radar showed nothing, only some low convective cells."
Meanwhile, however, actual precipitation amounts at the ground
were very high. "And by the time the front finally came through,
the snowpack was almost all gone -- so all the rainfall was
converted to runoff."
Along with the high water came one of those confounding
factors, especially rare for a flood in Pennsylania: ice dams.
"What happens," Barros says, "is the ice piles up and
restricts flow to a narrow channel below the ice until the
pressure builds up high enough to burst it." Below such a
stricture, as it builds, the paucity of flow confounds stream
gauges. At Loyalsock, one large ice dam held back 13 feet of
water before it burst, causing water levels downstream at
Harrisburg to rise nine feet in four hours -- most of that in a
single hour. "Harrisburg typically has eight hours of lead time
before a flood hits," Barros says. "In this case, it had three.
"We need to be able forecast when these dams will form, and
how they will grow. This is probably a random process. It's very
hard to look at -- it defies traditional knowledge. But it's a
critical problem."
Barros and her students are also looking at larger scale
effects.
"We're trying to come up with indexes that would allow us to
forecast a number of conditions that would lead to the occurrence
of very large floods over continental areas, on a timescale of
one to two years. We want to develop methods to use information
from general circulation models (GCMs) to infer what would
actually happen in a river basin."
GCMs make predictions on a global basis. Over smaller areas
they're not very useful. "The hydrology in them is very crude,"
Barros says. "Their precipitation predictions are purely averaged
-- they don't match any ground observations anywhere. But we
depend on these models to learn about climate change, and how we
should be planning land use for the coming years.
"To bring GCMs up to speed in this area, you'd have to
include the oceans," she continues. "Doing so in a reliable sense
will require much more computer power than we currently have.
"We are looking at another approach. Instead of looking at
precipitation values at given points, we are looking at how
spatial structures evolve over time."
To wit: Cloud cover differs substantially in wet and dry
years. Clouds affect the radiation budget at the land surface,
decreasing the amount of solar radiation coming in, and trapping
what's going out. In a cloudier year, evapotranspiration -- the
amount of moisture returned to the atmosphere by evaporation --
goes down. Soil moisture is retained in the soil. The land
surface is wetter.
"It's like a bucket. If you stop evapotranspiration and
precipitation keeps on, the bucket fills up, and eventually runs
over. Looked at over extended areas, and not through point
precipitation, these relationships should make sense.
"On a global scale, El Nino has a strong impact on
cloudiness over the continents -- its extent, direction, spatial
arrangement. You have to factor this in with precipitation data
if you want to understand flooding."
High precipitation, Barros says, doesn't necessarily mean a
superflood. "Over large basins like the Susquehanna, the Ohio,
the Mississippi, the Missouri, you need special conditions -- a
whole system.
"Big floods usually happen in cooler years."
In standard engineering practice, when a flood-control
structure -- a dam or a levee -- is built, its designers first
estimate, for a given area, the worst possible storm that could
occur, and from that the worst possible flood. To do so, they
focus mainly on river hydraulics and average streamflow data. How
often have there been floods in the past, and how severe?
This approach can't account for the effects of changes in
climate, or in land-use. To do so, you need to model the
interactions between hydrologic, geomorphic, and atmospheric
processes.
Barros, with support from the National Science Foundation,
is working on such an approach, an integrated computer network
which will couple hydrometeorology, soil erosion, and river flow
models.
"With the tools we have now," she says, "we can look at
different scenarios. We can do what-if experiments. We can take
into account variability."
Integrated models should provide longer headstarts for
dealing with "flash" floods like the January episode on the
Susquehanna. They should also improve long-term forecasting,
providing better design criteria for flood control.
But no reasonable amount of structural engineering would
have stopped the Mississippi deluge.
The point is important, Barros notes, because the big flood
raised big questions for those concerned with protecting the
upper Mississippi basin. Should they go back in and rebuild as
before -- only bigger this time -- or should they instead step
back and take stock?
Against the $10 billion damage figure for the '93 flood, the
Army Corps of Engineers claims that existing flood controls saved
the basin damages of $20 billion more. "But this figure assumes
the same land use would have been in place, so it's not
realistic. What we really need is to do a realistic cost-benefit
analysis."
For Barros, part of understanding the river is learning to
respect it: recognizing that ultimately it will not be
controlled. "We must learn to work with the river instead of
against it." This means recognizing the river as a complex, self-regulating system, and seeking to restore as much of its
integrity as possible. At the same time, she says, "We have to
anticipate the worst, and design systems that work well in
failure."
A "non-structural" approach to flood control engineering on
the upper Mississippi, Barros suggests, could include a system of
secondary levees, set well back from the river, "like the natural
levees on the lower Mississippi." A system of channels could be
dug to guide overflow to where it does the least harm, spreading
it out and slowing it down. Catch basins could be built to
replace some of the absorptive capacity of lost wetlands. And
planting trees along the river would help to impede erosion.
Such measures, she acknowledges, would require substantial
sacrifice. "They would take away some of the most productive
land, and make the rest of the floodplain more difficult to
work."
Admittedly, too, this kind of approach goes against the
conventional engineering grain. "When I was in school," Barros
admits, "if you weren't working on some big hydraulics project,
building a big dam or a big bridge, you were nothing. The idea
was to go to the landscape and put a big fingerprint on it.
"We can't afford that approach any more."
In pre-modern days, Barros notes, in Egypt, Mesopotamia,
China, "They knew they didn't have the technology to conquer, so
they adapted -- by listening to what the river and the landscape
were telling them." In China, at the Dujiangyan waterworks on the
Changjiang River, an ancient design is still successfully being
used. "Here, most of the time, the river flows where humans want
it to. On the rare occasions when it floods, it goes where it
wants -- but the design allows for that to occur without too much
destruction."
For a river like the 21st-century Mississippi, with so much
invested in the modern way of doing things, a back-to-the-future
restoration would admittedly require a tremendous effort. There's
a limit, Barros acknowledges, to what can be undone.
On the other hand, she writes, "Most of the viable
structural engineering of large rivers has been completed." Or to put it another way: There is not a lot left to do to
the river in conventional terms to be ready for next time.
And if there is one thing Barros is certain of, it is that
there will be a next time.
Ana Paula Barros, Ph.D., is assistant professor of civil and
environmental engineering in the College of Engineering, 213C
Sackett Building, University Park, PA 16801; 814-863-8609. Barros
received a National Science Foundation Faculty Early Career
Development Program Award in 1996 for her research proposal,
"Integrated Hydrologic Analysis for Flood Forecasting and
Control."
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