Laserfiche WebLink
<br />C} <br />'.. ) <br />C) <br />~ <br />~. <br />~ <br /> <br /> <br /> <br />Araz - Flow <br />11 - Flow <br />3 - Flow <br />2 - Flow <br />6 - Flow <br />7 - Flow <br /> <br />at Araz drain or Drain 8-B, USGS Station 09530500 <br />at Reservation Drain No. 1 ~, USGS Station 09530400 <br />at Reservation Drain No. 3, USGS Station 09529900 <br />at Reservation Drain No. 2, USGS Station 09529800 <br />at Reservation Main Drain No. 6, USGS Station 09529700 <br />at Reservation Drain No. 7, USGS Station 09529600 <br /> <br />4 - Flow at Reservation Main Drain No.4, USGS Station 09530000 <br /> <br />TeL - To~a2 canal losses. This ~erm is used here to mean all measurable <br />flow from the All-American Canal between Station 60 at <br />Imperial Dam and Station 1117 below Pilot Knob Power Plant and <br />Wasteway. <br /> <br />lUMP <br /> <br />- Flow at Station 60 - Imperial Dam - USGS Station 09523000 <br /> <br />QRMC <br /> <br />- Flow at Reservation Main Canal from the AAC - USGS Station 09523200 <br /> <br />QTITSINK - Flow at Titsink Canal from the AAC - USGS Station 09523400 <br /> <br />QYAQUI <br /> <br />- Flow at Yaqui Canal from the AAC - USGS Station 09523600 <br /> <br />QPONTIAC - Flow at Pontiac Canal from the AAC - USGS Station 09523800 <br /> <br />QYl1SD <br /> <br />- Flow at Yuma Hain Canal at Siphon Drop from AAC - USGS Station <br />09524000 <br /> <br />QWALAPAI - Flow at Walapai Canal from AAC - USGS Station 09523900 <br /> <br />QPKPW <br /> <br />- Flow from the AAC at Pilot Knob Power Plant and Wasteway at <br />about Station 1093 - USGS Station 09527000 <br /> <br />Q1 1 1 , <br /> <br />- Flow in the AAC at Station 1117 below Pilot Knob Power Plant and <br />Wasteway - USGS Station 09527500 <br /> <br />The following procedure may be applied to the users listed at the head of this <br />sub-section. Steps 1 through 4 need only be done once. The final three steps <br />are then worked through for each user, utilizing the values generated in the <br />first four steps. The rationale behind the methodology may be more easily <br />understood with the aid of Hap No. 423-303-1567, "Drainage Facilities", which <br />is attached. The drains carrying the measured return flows can be seen to be <br />those running .olose and parallel to the AAC. <br /> <br />41 <br />