The Kutehr Hydro Project
 
 

 

Environmental Data

 

Actual Required Flow 20% of Average Lean Period Discharge (in Cumecs) as per Environment clearance = 2.95 cumecs.

Date Time Discharge (in Cumecs) Minimum required discharge (in Cumecs) Excess Flow (in Cumecs)
2026-04-03 15:45 3.5232 2.95 0.5732
2026-04-03 15:30 3.5148 2.95 0.5648
2026-04-03 15:15 3.5111 2.95 0.5611
2026-04-03 15:00 3.4894 2.95 0.5394
2026-04-03 14:45 3.4856 2.95 0.5356
2026-04-03 14:30 3.4684 2.95 0.5184
2026-04-03 14:15 3.4598 2.95 0.5098
2026-04-03 14:00 3.4295 2.95 0.4795
2026-04-03 13:45 3.4209 2.95 0.4709
2026-04-03 13:30 3.4164 2.95 0.4664
2026-04-03 13:15 3.3861 2.95 0.4361
2026-04-03 13:00 3.3902 2.95 0.4402
2026-04-03 12:45 3.3598 2.95 0.4098
2026-04-03 12:30 3.3548 2.95 0.4048
2026-04-03 12:15 3.3244 2.95 0.3744
2026-04-03 12:00 3.3190 2.95 0.369
2026-04-03 11:45 3.3010 2.95 0.351
2026-04-03 11:30 3.2920 2.95 0.342
2026-04-03 11:15 0 2.95 -2.95
2026-04-03 11:00 0 2.95 -2.95
2026-04-03 10:45 0 2.95 -2.95
2026-04-03 10:30 3.1436 2.95 0.1936
2026-04-03 10:15 3.1436 2.95 0.1936
2026-04-03 10:00 3.1436 2.95 0.1936
2026-04-03 09:45 3.1436 2.95 0.1936
2026-04-03 09:30 3.1436 2.95 0.1936
2026-04-03 09:15 3.1436 2.95 0.1936
2026-04-03 09:00 3.1531 2.95 0.2031
2026-04-03 08:45 3.1531 2.95 0.2031
2026-04-03 08:30 3.1625 2.95 0.2125
2026-04-03 08:15 3.1720 2.95 0.222
2026-04-03 08:00 3.1814 2.95 0.2314
2026-04-03 07:45 3.1907 2.95 0.2407
2026-04-03 07:30 3.2279 2.95 0.2779
2026-04-03 07:15 3.2555 2.95 0.3055
2026-04-03 07:00 3.3010 2.95 0.351
2026-04-03 06:45 3.3637 2.95 0.4137
2026-04-03 06:30 3.4077 2.95 0.4577
2026-04-03 06:15 3.4512 2.95 0.5012
2026-04-03 06:00 3.4856 2.95 0.5356
2026-04-03 05:45 3.5111 2.95 0.5611
2026-04-03 05:30 3.5449 2.95 0.5949
2026-04-03 05:15 3.5533 2.95 0.6033
2026-04-03 05:00 3.5533 2.95 0.6033
2026-04-03 04:45 3.5617 2.95 0.6117
2026-04-03 04:30 3.5617 2.95 0.6117
2026-04-03 04:15 3.5617 2.95 0.6117
2026-04-03 04:00 3.5701 2.95 0.6201
2026-04-03 03:45 3.5617 2.95 0.6117
2026-04-03 03:30 3.5701 2.95 0.6201