Environmental Engineering Reference
In-Depth Information
Table 1-3 Water Balance by Region and River Basin
Region and
River Basin
Basin
Mean
Rainfall (in) Runoff
Percent
and Reference
Size Discharge
(m 2 )
(ft 3 /sec)
of Area
City
Alteration
City Basin
(in.)
NE 60%
Delaware
Philadelphia,
PA
12,757
14,902 NYC
diversion
42
42.5
25.6
NW 63% Willamette
Portland, OR
11,478
32,384 Dams/lakes
37
60.2
38.2
SE 23%
St. Johns
Jacksonville,
FL
8,702
7,840
Lakes
52
51.6
11.8
SW 2.3% Santa Anna
Los Angeles,
CA
2,438
60 Diversions
15
13.4
0.3
Source: Derived from [9].
Whatever the average annual rainfall or variability of this volume in a given
location, the design of structures or systems to convey or mitigate the impacts
of this volume (and flow rate) of surface runoff have always focused on individ-
ual storm events. These “design storms” are events during which the intensity,
duration, and amount of rainfall produce the most severe impacts.
We remember the most extreme rainfall events, especially when they are the
result of cyclonic storm patterns produced in both the Atlantic and Pacific oceans
that approach the mainland in the form of hurricanes or cyclones. We even
identify them by name when they reach a given magnitude or anticipated wind
speed, assigning a category of intensity that can change during the approach.
Most recent memory cannot help to identify hurricane Katrina (Figure 1-7), which
devastated the Gulf coast in September 2005, but other names and memories are
shared by communities throughout the country. Most periods of prolonged rainfall
do not receive this recognition or nomenclature, but have produced dramatic
flooding impacts in large and small watersheds.
The statistic of rainfall that has the most common usage in defining severe
rainfall events is the 100-year storm, which is the rainfall that occurs during
a 24-hour period with a frequency of once in 100 years. This figure cannot,
however, convey the full impact on a local watershed of more severe and intense
rainfalls. For example, in July 2004 the Rancocas Creek in southern New Jersey
was visited by a rainfall pattern [10] that dumped some 13 in. in some portions of
this small (250 m 2 ) watershed (which has a 100-year rainfall frequency of 7.2 in.),
in a pattern that was anything but uniform. The net result was the destruction of
some 22 small earthen dams, built for various purposes, and significant property
damage (but no loss of life).
This type of localized event can be visited on any portion of the country,
regardless of our statistics and classification of storms, and is repeated all too
frequently all across the globe. While the total rainfall is a given period and
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