ENVIRONMENTAL AND SOCIAL ASSESSMENT DISI-MUDAWARRA TO AMMAN WATER CONVEYANCE SYSTEM PART C: PROJECT-SPECIFIC ESA ANNEX C9: IDF-CURVES 100.0 Intensity (mm/hr) GIT 1.0 I = 163.15t-0.5367 R = 0.8937, 1000-Yr I = 148.06t-0.5528 R = 0.9387, 200-Yr I = 141.44t-0.5614 R2 = 0.9552, 100-Yr I = 134.61t-0.5713 R = 0.9695, 50-Yr I = 116.92t-0.602 R2 = 0.9927, 10-Yr I = 107.49t-0.621 R2 = 0.9976, 5-Yr 2 0.1 Final Report [email protected] 10.0 1 11-09-2014 9:57:42 AM CONFIDENTIAL IDF-Curves for Hasa Tannour Rainfall Station 10 2 2 100 Duration (m in) Annex C9-1 I = 124.91t-0.587 R2 = 0.9846, 20-Yr I = 90.256t-0.6605 R2 = 0.999, 2-Yr 1000 10000 Consolidated Consultants ENVIRONMENTAL AND SOCIAL ASSESSMENT DISI-MUDAWARRA TO AMMAN WATER CONVEYANCE SYSTEM PART C: PROJECT-SPECIFIC ESA IDF-Curves for El Mazar Rainfall Station 100 I = 176.67t-0.4696 R = 0.9929, 200-Yr 2 I = 132.04t-0.4476 R2 = 0.994, 50-Yr I = 108.41t-0.4375 R = 0.9935, 20-Yr 2 I = 80.252t-0.4378 R2 = 0.9921, 5-Yr Intensity (mm/hr) 10 GIT 1 Final Report 10 [email protected] I = 66.902t-0.4693 R2 = 0.9931, 2-Yr 1 I = 152.9t-0.4578 R = 0.9937, 100-Yr 2 11-09-2014 9:57:42 AM CONFIDENTIAL I = 244.99t-0.5003 R = 0.9887, 1000-Yr 2 100 Duration (m in) Annex C9-2 I = 93.282t-0.4343 R = 0.9927, 10-Yr 2 1000 10000 Consolidated Consultants ENVIRONMENTAL AND SOCIAL ASSESSMENT DISI-MUDAWARRA TO AMMAN WATER CONVEYANCE SYSTEM PART C: PROJECT-SPECIFIC ESA IDF-Curves for Irbid School Rainfall Station 1000 I = 234.22t-0.6116 R = 0.9831, 20-Yr I = 186.25t-0.5893 R2 = 0.9879, 10-Yr I = 140.59t-0.5621 R2 = 0.9929, 5-Yr I = 85.028t-0.5169 R2 = 0.9977, 2-Yr 2 Intensity (mm/hr) GIT 1 1 Final Report 11-09-2014 9:57:42 AM I = 300.64t-0.6356 R2 = 0.9773, 50-Yr 10 2 [email protected] CONFIDENTIAL I = 405.64t-0.6639 R = 0.9697, 200-Yr 100 10 I = 352.4t-0.6507 R2 = 0.9733, 100-Yr I = 533.26t-0.6888 R = 0.9625, 1000-Yr 2 100 Duration (m in) Annex C9-3 1000 10000 Consolidated Consultants ENVIRONMENTAL AND SOCIAL ASSESSMENT DISI-MUDAWARRA TO AMMAN WATER CONVEYANCE SYSTEM PART C: PROJECT-SPECIFIC ESA Aqaba Airport Station I = 763.93t-0.763 R2 = 0.9867, 1000-Yr I = 581.88t-0.7701 R2 = 0.9893, 100-Yr 10.0 GIT I = 311.51t-0.7911 R2 = 0.9945, 5-Yr I = 202.94t-0.8092 R2 = 0.9961, 2-Yr 1.0 0.1 Final Report 1 10 [email protected] Intensity (mm/hr) 100.0 100 Duration (min) Annex C9-4 11-09-2014 9:57:42 AM CONFIDENTIAL 1000.0 I = 637.95t-0.7675 R2 = 0.9884, 200-Yr I = 524.08t-0.7731 R2 = 0.9903, 50-Yr I = 444.57t-0.7783 R = 0.9918, 20-Yr 2 I = 380.45t-0.7835 R = 0.9931, 10-Yr 2 1000 10000 Consolidated Consultants ENVIRONMENTAL AND SOCIAL ASSESSMENT DISI-MUDAWARRA TO AMMAN WATER CONVEYANCE SYSTEM PART C: PROJECT-SPECIFIC ESA IDF-Curves for Wadi Wala Rainfall Station 100.0 Intensity (mm/hr) I = 277.93t-0.5774 R = 0.9909, 200-Yr 2 GIT 1.0 I = 251.85t-0.5803 R = 0.9907, 100-Yr 2 I = 198.28t-0.6006 R2 = 0.991, 20-Yr I = 158.74t-0.6507 R2 = 0.9925, 5-Yr I = 227.76t-0.5862 R = 0.9907, 50-Yr 2 I = 177.93t-0.6197 R = 0.9915, 10-Yr 2 I = 131.75t-0.7343 R2 = 0.9945, 2-Yr 0.1 10 Final Report 100 1000 Duration (m in) Annex C9-5 11-09-2014 9:57:42 AM I = 345t-0.5779 R2 = 0.9912, 1000-Yr [email protected] CONFIDENTIAL 10.0 10000 Consolidated Consultants ENVIRONMENTAL AND SOCIAL ASSESSMENT DISI-MUDAWARRA TO AMMAN WATER CONVEYANCE SYSTEM PART C: PROJECT-SPECIFIC ESA IDF-Curves for Wadi Musa Rainfall Station 100.0 Intensity (mm/hr) I = 138.35t-0.5648 R = 0.9894, 10-Yr 2 I = 115.61t-0.5678 R2 = 0.9884, 5-Yr I = 85.853t-0.5854 R2 = 0.9827, 2-Yr GIT 1.0 Final Report I = 195.04t-0.5666 R2 = 0.9872, 50-Yr I = 161.93t-0.5645 R2 = 0.989, 20-Yr 10.0 10 11-09-2014 9:57:42 AM I = 221.91t-0.5693 R = 0.985, 100-Yr 2 I = 250.6t-0.5727 R = 0.9823, 200-Yr 2 [email protected] CONFIDENTIAL I = 325.53t-0.5828 R2 = 0.9742, 1000-Yr 100 1000 Duration (m in) Annex C9-6 10000 Consolidated Consultants
© Copyright 2024 ExpyDoc
