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

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Flow (cms)60504029 TH SEPT ,7:35AM,52CUMECSJunction "J416" Results for Run "NICOLE"30 TH SEPT ,2:10AM,42CUMECS3020100-1000:00 12:00 00:00 12:00 00:00 12:0028Sep2010 29Sep2010 30Sep2010Run:NICOLE Element:J416 Result:OutflowRun:NICOLE Element:R1920 Result:OutflowRun:NICOLE Element:W1430 Result:OutflowSimulated discharge at the junctionnode near the mouth of the river atharbour view.Simulated vs observed hydrograph forthe hope discharge station at grovewhich is marked as outlet 62 in the hechms model. This is the outlet of flowfrom the sub-basins of the upper partof the watershed.
Outlet62Population of the Hope River watershed.The vulnerable areas i.e., Kintyre, EllestonFlats/August Town which are in the highpeak flow zone have a population of 1609,1176, 2532 respectively. Population ofHarbour View ranging from 8412-17810.Outlet 62 = peak of 173CFS(Nicole).Buildings within a distance of 200m fromthe river for two of the vulnerablecommunities. Approx range of value forhouses left of Kintyre ~ 450000 to550000
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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 and 70: SIMULATION OF THE RAINFALL - RUNOFF
Page 71: Flow (cms)Flow (cms)Junction "J428"
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