Pájaro River Watershed Flood Protection Plan - The Pajaro River ...
Pájaro River Watershed Flood Protection Plan - The Pajaro River ...
Pájaro River Watershed Flood Protection Plan - The Pajaro River ...
You also want an ePaper? Increase the reach of your titles
YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.
Shown in Table 1 are annual instantaneous maximum peak discharges from<br />
two longterm stream gages – one on the San Benito <strong>River</strong> near the City of Hollister<br />
and one on the <strong>Pájaro</strong> <strong>River</strong> at Chittenden just upstream of the end of the Corps of<br />
Engineers <strong>Flood</strong> Control project.<br />
<strong>The</strong> San Benito <strong>River</strong> near Hollister gage had a drainage area of 586 square<br />
miles, while<br />
the current gage located at Highway 156 has a drainage area of 607 square<br />
miles. <strong>The</strong> drainage areas at the two gage locations are within 3.5 percent of one<br />
another and the combined record can be considered as one continuous record since<br />
1950. <strong>The</strong> drainage area at the San Benito stream gage is approximately half of that at<br />
the <strong>Pájaro</strong> <strong>River</strong> at Chittenden gage. Data has been collected on the <strong>Pájaro</strong> <strong>River</strong><br />
continuously since 1940. <strong>The</strong> four largest instantaneous peak events shown on the<br />
following table are in the 1956, 1958, 1995 and 1998 water years.<br />
<strong>The</strong> ratios for the peak discharges at the Chittenden gage divided by the peak<br />
discharges at the San Benito <strong>River</strong> gage for the four major flood years are:<br />
Water Year<br />
Ratio<br />
1956 3.217<br />
1958 2.026<br />
1995 1.287<br />
1998 0.728<br />
Because the ratio of the drainage areas at the gages is approximately 2.0, one<br />
might expect that the peak discharges maintain about that same ratio. However, the<br />
1956 event, the Christmas 1955 flood, shows much more of the peak discharge<br />
attributable to the Soap Lake portion of the Chittenden gage’s drainage area. <strong>The</strong> April<br />
1958 flood was fairly evenly distributed. <strong>The</strong> two most recent floods, the March 1995<br />
flood and the February 1998 flood, had much more of their peak discharge coming<br />
from the San Benito <strong>River</strong> portion of the overall watershed at the Chittenden gage site.<br />
<strong>The</strong> following table shows the average daily discharges on the two rivers for<br />
the four largest flood recorded at the Chittenden gage. <strong>The</strong> ratios of the sum of the<br />
average flows for the maximum three consecutive days are shown below:<br />
Date Chittenden San Benito Ratio<br />
12/1955 45,300 cfs-days 10,040 cfs-days 4.512<br />
4/1958 44,480 cfs-days 12,580 cfs-days 3.536<br />
3/1995 41,120 cfs-days 19,170 cfs-days 2.145<br />
2/1998 45,800 cfs-days 25,790 cfs-days 1.776<br />
DRAFT 7/22/03<br />
29<br />
<strong>Pajaro</strong> <strong>Watershed</strong> <strong>Flood</strong> Management