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CNPPID
Reservoir Elevation
& Platte River Flow Data
(Unofficial data subject to revision)
Click
Refresh/Reload to ensure latest data
|
| Elevation
in Feet Above Mean Sea Level |
| |
Today
May 9 (7
a.m.) |
Week
Ago |
Month
Ago |
Year
Ago |
Lake
McConaughy
(Historical
graph -- Last 12 months
graph -- 1-Month graph) |
3223.9
Vol.= 757,700 a-f*
%Max = 43.5
|
3223.8
Vol.= 755,900 a-f
%Max = 43.4 |
3222.5
Vol.= 731,600 a-f
%Max = 42.0 |
3219.1
Vol.= 669,900 a-f
%Max = 38.4
|
Jeffrey
Lake
(30-day
graph) |
2757.6 |
2757.2 |
2757.3 |
2756.5 |
Johnson
Lake
(30-day
graph) |
2617.3 |
2617.0 |
2616.6 |
2617.0 |
Elwood
Reservoir
(Current
water year graph -- Last
5 years)
(Max. elev. = 2607.0; Min. elev. = 2568.8) |
2557.1 |
|
2558.1 |
2556.7 |
| |
| Stream
flow in cubic feet per second (cfs). Spot reading for
current day; daily average for week, month, and year ago. |
| |
Today
(7 am) |
Week
Ago |
Month
Ago |
Year
Ago |
Inflows
to Lake McConaughy
(Current,
Average & Median Inflow graph) |
507 |
597 |
759 |
674 |
| North
Platte below Keystone Dam |
0 |
0 |
0 |
0 |
| Keystone
Dam Diversion |
249 |
374 |
30 |
376 |
| North
Platte at North Platte |
350 |
350 |
368 |
489 |
| South
Platte at Roscoe |
117 |
123 |
166 |
371 |
| South
Platte at North Platte |
176 |
193 |
195 |
220 |
| Diversion to CNPPID Supply Canal |
521 |
536 |
537 |
673 |
| Platte
River at Overton |
171 |
974 |
925 |
1,800 |
| Platte
River at Kearney |
415 |
930 |
|
1,878 |
| Platte
River at Grand Island |
963 |
799 |
|
1,075 |
*
- Acre-feet
** Flow to low for gauge to measure
@ - Yesterday's average flow
# - Ice affecting stream gauges; readings may not be accurate
N/A - Not available (data not reported from gauge) |
Note:
Flow records during winter months are often affected
by ice conditions in the river(s). When ice forms, the
river cross-section is constricted, resulting in a higher
river stage for the amount of flow than exists during
ice-free conditions. Therefore, the streamflow readings
may be too high and freezing temperatures may also affect
the gauging equipment, resulting in inaccurate data
recording or no report from the gauge. Flows may be
estimated under these circumstances. Equipment or communications
problems also sometimes prevent transfer of river stage
data during other times of the year, resulting in an
N/A display in the table above.
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