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Factors influencing river levels Key idea:  The amount of water in a river fluctuates due to a number of reasons NT pg 108 - 110
Lesson objectives ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Starter activity
. A DRAINAGE BASIN   DISCHARGE   VELOCITY   WATERSHED   The boundary of a drainage basin  The amount of water in a river channel at a given time The area of land from which precipitation flows into a stream.  The speed of the river
Factors affecting discharge ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
FACTORS THAT AFFECT  RIVER DISCHARGE ......Lag time is  decreased so  discharge increases ,[object Object],[object Object],PREVIOUS WEATHER After lots of rain soil may be saturated.  More rain cannot infiltrate into the soil so surface run off increases. LAND USE Urban areas have drainage systems.  Roads etc are form impermeable surfaces which increase run off.  TEMPERATURE Hot, dry conditions and cold freezing conditions result in hardground which increases run off. ROCK TYPE Permeable rocks allow water to infiltrate pore spaces.  Pervious rocks allow water to infiltrate between cracks Impervious rocks cause increased discharge RELIEF Steep slopes means more run off, lag time is decreased

Rising limb Falling limb Peak discharge Peak rainfall storm flow normal (base) flow Hydrographs I = Lagtime Show the change in discharge caused by a period of rainfall
Storm hydrograph A graph which shows the relationship between precipitation and the level of a river
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Why Construct & Analyse Hydrographs ? ,[object Object],[object Object],[object Object],[object Object],© Microsoft Word clipart
0  12  24  36  48  30  72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Base flow Through flow Overland flow Rising limb Recession limb Basin lag time mm 4 3 2 Peak flow Flood Hydrograph
0  12  24  36  48  30  72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s)
0  12  24  36  48  30  72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) mm 4 3 2 Rainfall shown in mm, as a bar graph
0  12  24  36  48  30  72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) mm 4 3 2 Discharge in m 3 /s, as a line graph
0  12  24  36  48  30  72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Rising limb mm 4 3 2 Rising limb The rising flood water in the river
0  12  24  36  48  30  72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Rising limb mm 4 3 2 Peak flow Peak   flow Maximum discharge in the river
0  12  24  36  48  30  72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Rising limb Recession limb mm 4 3 2 Peak flow Recession limb Falling flood water in the river
0  12  24  36  48  30  72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Rising limb Recession limb Basin lag time mm 4 3 2 Peak flow Basin lag time Time difference between the peak of the rain storm and the peak flow of the river
0  12  24  36  48  30  72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Base flow Rising limb Recession limb Basin lag time mm 4 3 2 Peak flow Base flow Normal discharge of the river
0  12  24  36  48  30  72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Base flow Through flow Overland flow Rising limb Recession limb Basin lag time mm 4 3 2 Peak flow
Volume of water reaching the river from surface run off Overland flow = surface run off Through flow Volume of water reaching the river through horizontal movement of water through the soil and underlying rock layers
[object Object],[object Object]
Homework
. ,[object Object],[object Object],[object Object]
Plenary

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L5 Factors Affecting River Levels

  • 1. Factors influencing river levels Key idea: The amount of water in a river fluctuates due to a number of reasons NT pg 108 - 110
  • 2.
  • 3. Starter activity
. A DRAINAGE BASIN DISCHARGE VELOCITY WATERSHED The boundary of a drainage basin The amount of water in a river channel at a given time The area of land from which precipitation flows into a stream. The speed of the river
  • 4.
  • 5.
  • 6. Rising limb Falling limb Peak discharge Peak rainfall storm flow normal (base) flow Hydrographs I = Lagtime Show the change in discharge caused by a period of rainfall
  • 7. Storm hydrograph A graph which shows the relationship between precipitation and the level of a river
  • 8.
  • 9.
  • 10. 0 12 24 36 48 30 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Base flow Through flow Overland flow Rising limb Recession limb Basin lag time mm 4 3 2 Peak flow Flood Hydrograph
  • 11. 0 12 24 36 48 30 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s)
  • 12. 0 12 24 36 48 30 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) mm 4 3 2 Rainfall shown in mm, as a bar graph
  • 13. 0 12 24 36 48 30 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) mm 4 3 2 Discharge in m 3 /s, as a line graph
  • 14. 0 12 24 36 48 30 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Rising limb mm 4 3 2 Rising limb The rising flood water in the river
  • 15. 0 12 24 36 48 30 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Rising limb mm 4 3 2 Peak flow Peak flow Maximum discharge in the river
  • 16. 0 12 24 36 48 30 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Rising limb Recession limb mm 4 3 2 Peak flow Recession limb Falling flood water in the river
  • 17. 0 12 24 36 48 30 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Rising limb Recession limb Basin lag time mm 4 3 2 Peak flow Basin lag time Time difference between the peak of the rain storm and the peak flow of the river
  • 18. 0 12 24 36 48 30 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Base flow Rising limb Recession limb Basin lag time mm 4 3 2 Peak flow Base flow Normal discharge of the river
  • 19. 0 12 24 36 48 30 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Base flow Through flow Overland flow Rising limb Recession limb Basin lag time mm 4 3 2 Peak flow
  • 20. Volume of water reaching the river from surface run off Overland flow = surface run off Through flow Volume of water reaching the river through horizontal movement of water through the soil and underlying rock layers
  • 21.
  • 22.