| Flash floods are one of the most difficult
to predict of natural disasters. Much work has been done to pin down some essential
environmental clue that the sky will open up and loose upon a community a deluge . To
date, however, no effective means has been devised to predict when and where, in exact
terms, a flash flood will strike. Thus, people in communities that have developed
floodplains, which includes most parts of the United States, and verily, the wo rld, have
little in the way of defense against severe flooding. However, it can be said that some
communities have developed their floodplains wisely. That is to say, they have removed
structures from the floodplain and attempted to create a zone of saf ety around streams
and rivers. However, this has not always been entirely effective, as in the case of the
July 28, 1997 flood of Spring Creek in Fort Collins, Colorado. Unfortunately for the
residents of two mobile home parks along Spring Creek, as wel l as hundreds of other
homeowners and businesses near the watercourse, the flood hazard mitigation plans of the
city of Fort Collins were not enough to prevent damage and destruction. Urbanization of drainage basins presents problems that
are not easily overcome. Both Colorado Springs and Fort Collins face many problems
concerning flash flooding as both cities have several drainage basins that can be
characterized as urban. Urbanization has three major effects on urban flooding. First, the
creation of impermeable surfaces inhibits infiltration so that storm rainfall appears as
runoff. Thus, small floods may be intensified by as much as ten t imes by urbanization and
the 100-year event may be doubled in size by a 30% paving over of the basin (Smith 266).
Secondly, urbanization of watersheds causes channelization and pollution of the stream,
which further degrades the ability of a channel to c ontain a flood (Hill 69). Thirdly,
streets and parking lots are serviced by a network of surface drains and underground
sewers, which deliver water more rapidly to the local channel. This has the effect of
reducing the lag time between initial rainfall and the onset of flooding. Additionally,
the channel is often constricted by bridge supports or riverside structures, thus reducing
the carrying capacity of the stream. This increases the frequency with which high flows
overtop the riverbanks (Smith 266 ).
From the perspective of the city of Colorado
Springs, the July 28 flood could not have happened in a better place. While both cities
face the problems concerning urban drainage basins outlined above, the city of C olorado
Springs, unlike Fort Collins, has vastly over-developed floodplains. In fact, until the
flood in Fort Collins occurred, the city of Colorado Springs had no separate entity to
handle the maintenance and construction of storm water facilities as Fo rt Collins does in
the form of the Fort Collins Storm Water Utility. The severity of the problems facing
Colorado Springs is alarming, and the rate at which changes to the city's infrastructure
that would accommodate larger floods is slow. The effects o f climate and topography in El
Paso County create the potential for flash flooding on Fountain and Monument Creeks, as
well as their tributaries (Leon, et al. 1). In the event of a flood on the scale of the
July 28 flood in Fort Collins, the city of Colo rado Springs is decidedly unprepared and
radical changes need to be implemented concerning the management of floodplains in the
Pikes Peak region.
It is the intent of this investigation to
examine flood hazards in Colorado Springs in the context of two small, urban drainages--
Shooks Run and Douglas Creek. These were chosen for their comparability with Sprin g Creek
in terms of the size of their drainage areas and because of the nature of development
around these streams. These streams have been explored at length to determine what
parallels and differences, if any, exist between them and the Spring Creek dr ainage in
Fort Collins and to determine the readiness of the city of Colorado Springs for flooding
in the context of those two drainage basins. |