HYDROLOGICAL MODEL â HEC - HMS (Hydrologic ... - Uwi.edu

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Flow (c ms )RESULTS FROM <strong>HEC</strong> <strong>HMS</strong>Sink "Outlet62" Results for Run "NICOLE_Muskingum"20018016014012010080604020000:00 12:00 00:00 12:00 00:00 12:0028Sep2010 29Sep2010 30Sep2010Run:NICOLE_MUSKINGUM Element:OUTLET62 Result:Observed FlowRun:NICOLE_MUSKINGUM Element:OUTLET62 Result:OutflowRun:NICOLE_Muskingum Element:R1690 Result:OutflowRun:NICOLE_Muskingum Element:R1680 Result:Outflow5 MINUTE INTENSITY RAINFALL DATA FOR TROPICAL STORM NICOLERun:NICOLE_Muskingum Element:W1130 Result:Outflow1412Peak rainfall =13.2MM AT 3:40RAINFALL (MM)AM , 29 TH SEPT10864200:002:054:106:158:2010:2512:3014:3516:4018:4520:5022:551:003:05TIME (MINS) FROM 28-30 SEPT 20105:107:159:2011:2513:3015:3517:4019:4521:5023:552:004:056:108:1510:2012:2514:3016:3518:4020:4522:50
Flow (cms)Flow (cms)Junction "J428" Results for Run "NICOLE"2520151029 TH SEPT, 6:38AM,24CUMECS30 TH SEPT ,1:25AM,18CUMECSSimulated peak dischargesat junction of flow nodes atthe fording at Kintyre.5000:00 12:00 00:00 12:00 00:00 12:00Junction "J368" Results for Run "NICOLE"28Sep2010 29Sep2010 30Sep201080Run:NICOLE Element:J428 Result:OutflowRun:NICOLE Element:R1750 Result:Outflow70605040302029 TH SEPT, 6:45AM,75CUMECS30 TH SEPT ,1:30AM,54CUMECSSimulated discharge atthe junction of flownodes immediateupstream (~ 330m)north of fording atElleston Flats.100-1000:00 12:00 00:00 12:00 00:00 12:0028Sep2010 29Sep2010 30Sep2010Run:NICOLE Element:J368 Result:Outflow Run:NICOLE Element:W4600 Result:Outflow Run:NICOLE Element:R1770 Result:OutflowRun:NICOLE Element:W1280 Result:Outflow
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FLOODING , AN IMPACT OF CLIMATE CHA
Page 3 and 4:
What is Flood?Flood is an overflow
Page 5 and 6:
CLIMATEJamaica has a tropical marit
Page 7 and 8:
TOPOGRAPHY AND HYDROSTRATIGRAPHY OF
Page 9 and 10:
REPORTED FLOOD EVENTS FROM OFFICE O
Page 11 and 12:
Number of Tropical Storms/Hurricane
Page 13 and 14:
FLOODING WOES………..Bridge over
Page 15 and 16:
TO BE NOTED : NO EXISTING EARLY WAR
Page 17 and 18:
HEC-HMSThe Hydrologic Engineering C
Page 19 and 20: • Other key catchment variables:-
Page 21 and 22: Main Components• Basin model give
Page 23 and 24: The HydrologicCycle391 0 0Moisture
Page 25 and 26: HEC-HMS AvailabilityAvailable Throu
Page 27 and 28: HEC-HMS SCREEN SHOT WITH BASIN MODE
Page 29 and 30: BASICS OF DRAINAGESYSTEM….Watersh
Page 31 and 32: Basin Model Elements• subbasins-
Page 33 and 34: Loss Rate methodsGreen & AmptInitia
Page 35 and 36: Identifying curve number for catchm
Page 37 and 38: Calculation of Basin Lag time• Re
Page 39 and 40: Stream Flow Routing• Simulates Mo
Page 41 and 42: Baseflow• Three alternative model
Page 43 and 44: Baseflow• Exponential recession m
Page 45 and 46: Meteorologic ModelMeteorologic Mode
Page 47 and 48: Gage DataGage Data (from project de
Page 49 and 50: Running a projectUser selects the1.
Page 51 and 52: Viewing Resultshydrograph
Page 53 and 54: Viewing ResultsSummary tableTime se
Page 55 and 56: HEC-HMS OutputJunction PlotsTributa
Page 57 and 58: IMPACT OF CLIMATE CHANGE IN THE CAR
Page 59 and 60: CHANGES IN PRECIPITATION…Precipit
Page 61 and 62: INCREASED IN FREQUENCY OF HURRICANE
Page 63 and 64: ELEVATION, LANDUSE AND SOIL TYPE OF
Page 65 and 66: MAX 24 HR RAINFALL IN EACH MONTHRAI
Page 67 and 68: DISCHARGE(CFS)PEAK FLOOD DISCHARGES
Page 69: SIMULATION OF THE RAINFALL - RUNOFF
Page 73 and 74: Outlet62Population of the Hope Rive
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