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2900 - Site Mitigation Program
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PR0523929
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
5/30/2019 10:47:55 AM
Creation date
5/30/2019 10:22:06 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0523929
PE
2965
FACILITY_ID
FA0016100
FACILITY_NAME
WRP #1/ CITY OF LATHROP
STREET_NUMBER
18800
STREET_NAME
CHRISTOPHER
STREET_TYPE
WAY
City
LATHROP
Zip
95330
APN
19813035
CURRENT_STATUS
01
SITE_LOCATION
18800 CHRISTOPHER WAY
QC Status
Approved
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EHD - Public
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TABLE 2 00, 7Q10, AND 30Q10 CALCULATION <br /> Vernalis 1Q10, 7Q10, and 30Q10 (1980.2002) <br /> Unit of flow is cubic feet per second (CFS) <br /> Yearly Daily Yearly 7-day Yearly Monthly <br /> Year Avg. Min. Flow Loe10 Ave. Min. Flow Loe10 Ave. Min. Flow Loalo <br /> 1980 1760 3.24551267 1814 3.25863728 1969 3.29424572 <br /> 1981 1030 3.01283722 1080 3.03342376 1181 3.0722499 <br /> 1982 2460 3.39093511 3146 3.49775872 3889 3.58983794 <br /> 1983 8010 3.90363252 8264 3.91719031 9035 3.95592816 <br /> 1984 1710 3.23299611 1783 3.25115134 1904 3.27966694 <br /> 1985 1280 3.10720997 1443 3.15926633 1748 3.24254143 <br /> 1986 1740 3.24054925 1916 3.2823955 2060 3.31386722 <br /> 1987 1120 3.04921802 1144 3.05842602 1278 3.10653085 <br /> 1988 994 2.99738638 1042 3.01786772 1127 3.05192392 <br /> 1989 984 2.9929951 1051 3.02160272 1169 3.06781451 <br /> 1990 685 2.83569057 785 2.89486966 876 2.94250411 <br /> 1991 436 2.63948649 500 2.69897 537 2.72997429 <br /> 1992 390 2.59106461 432 2.63548375 447 2.65030752 <br /> 1993 1000 3 1147 3.05956342 1510 3.17897695 <br /> 1994 743 2.87098881 783 2.89376176 867 2.9380191 <br /> 1995 1310 3.1172713 1486 3.17201881 2250 3.35218252 <br /> 1996 1790 3.25285303 1819 3.2598327 2034 3.30835095 <br /> 1997 1560 3.1931246 1623 3.21031852 1756 3.24452451 <br /> 1998 1810 3.25767857 1940 3.28780173 3290 3.5171959 <br /> 1999 1790 3.25285303 1889 3.27623196 1688 3.22737244 <br /> 2000 1519 3.18155777 1626 3.21112054 1954 3.29092456 <br /> 2001 1171 3.0685569 1264 3.10174707 1340 3.1271048 <br /> 2002 1000 3 1073 3.03059972 1150 3.06069784 <br /> n 23 . 23 23 <br /> Std. Dev. 1489 0.26303317 1547 0.25950094 1734 0.27364673 <br /> Mean 1578 3.10584339 1698 3.14043649 1959 3.19751052 <br /> CS1 0.74540836 0.78760908 0.55253052 <br /> CS2 0.93986271 0.99307232 0.69666892 <br /> K 1.339 1.34 1.333 <br /> Y10 2.75364198 2.79270523 2.83273944 <br /> Notes: <br /> CSl Skewness (see eqn. 3.40 on page 181 Hydrology and Flood Plain Analysis, Second <br /> Edition, Bedient & Huber) <br /> CS2 Skewness correction to be used for Pearson Type 3 distribution (see eqn. 3.41, Bedient <br /> & Huber) <br /> K Frequency Factor for log Pearson Type 3 Distributions (Table 3.4, pgs. 204-205, <br /> Bedient & Huber) <br /> Y10 e.g. log 30Q10 <br />
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