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/U <br />0 DISCHARGE /CROSS SECTIONItTES <br />STREAM NAME: � � �� �+ <br />AI <br />CROSS-SECTION NO.: <br />GATE: <br />a. 77. t <br />/ / <br />SHEET !_ OF 1 <br />BEGINNING OF MEASUREMENT <br />EDGE OF WATER LOOKING DOWNSTREAM: LEFT /RIGHT <br />(0.0 AT STAKE) <br />{�� � <br />Gage Reading: via+ ft <br />TIME: <br />m <br />A <br />0 <br />Stake (S) <br />Grassline (G) <br />Waterline (W) <br />Rock (R) <br />Distance <br />From <br />Initial <br />Point <br />(it) <br />Width <br />(ft) <br />Total <br />Vertical <br />Depth From <br />Tape /Inat <br />(it) <br />Water <br />Depth <br />(ft) <br />Depth <br />of <br />Obser- <br />vallon <br />(n) <br />Revolutions <br />Time <br />(sec) <br />Velocity (ft /Sec) <br />�2 <br />(n) <br />Discharge <br />(cfs) <br />At <br />Point <br />Mean in <br />Vertical <br />i 5 <br />�: <br />•� <br />- 5 <br />oys <br />a . s <br />o.V) <br />i <br />so <br />013s- <br />// <br />8o <br />L4 Ll <br />r ?0 <br />a. PA <br />0.315 <br />- ,A <br />As <br />0, 3 <br />/Do <br />0, 15 <br />6. 30q <br />y,s <br />D 5 <br />J,3 <br />o, 3a <br />�� <br />y7 <br />AN <br />QJ,970 <br />0, <br />5 -D <br />o.S <br />1.25 <br />c.25 <br />4 <br />/sD <br />53 <br />�2, <br />0.125 <br />314 <br />so <br />s <br />a, <br />d,�so <br />rXq y <br />� . s <br />s <br />i , <�� <br />,z►� <br />!SO <br />s� <br />a,S' <br />0-260 <br />6. E-) <br />� . <br />, � <br />t, s <br />•pis <br />v <br />5 C) <br />0 1 25 <br />Vs <br />J <br />0. b <br />0. r'fJ(1 <br />0,981 <br />4,125 <br />3 <br />%Dry <br />0, <br />/1 <br />-D <br />1 <br />0 • 1C <br />A <br />1 <br />TA <br />TOTALS: <br />LS <br />Q <br />'.n4 <br />T: <br />:::...... . x •. <br />r. <br />End Of Measurement <br />Tlme �Q. �fo <br />Gage Reading: ttfi <br />CALCULATIONS PERFORMED BY: CALCULATIONS CHECKED 8Y�^ R Q <br />