Construction And Analysis Of Hydrographs. 0 12 24 36 48 60 72 Hours from start of rain storm 3 2 1...
-
Upload
carol-harper -
Category
Documents
-
view
216 -
download
1
Transcript of Construction And Analysis Of Hydrographs. 0 12 24 36 48 60 72 Hours from start of rain storm 3 2 1...
![Page 1: Construction And Analysis Of Hydrographs. 0 12 24 36 48 60 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Base flow Through flow Overland.](https://reader030.fdocuments.net/reader030/viewer/2022032605/56649e765503460f94b780f8/html5/thumbnails/1.jpg)
Construction
And
Analysis
Of
Hydrographs
![Page 2: Construction And Analysis Of Hydrographs. 0 12 24 36 48 60 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Base flow Through flow Overland.](https://reader030.fdocuments.net/reader030/viewer/2022032605/56649e765503460f94b780f8/html5/thumbnails/2.jpg)
0 12 24 36 48 60 72
Hours from start of rain storm
3
2
1
Dis
charg
e (
m3/s
)
Base flow
Through flow
Overland flowR
isin
g
limb
Recession
limb
Basin lag time
mm4
3
2
Peak flow
Floo
d Hyd
rogr
aph
![Page 3: Construction And Analysis Of Hydrographs. 0 12 24 36 48 60 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Base flow Through flow Overland.](https://reader030.fdocuments.net/reader030/viewer/2022032605/56649e765503460f94b780f8/html5/thumbnails/3.jpg)
HydrographRecord of River Discharge over a period of timeRiver Discharge= cross sectional area
rivers mean (average) velocity
X
(at a particular point in its course)
Storm HydrographsShow the change in discharge caused by a period of rainfall
![Page 4: Construction And Analysis Of Hydrographs. 0 12 24 36 48 60 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Base flow Through flow Overland.](https://reader030.fdocuments.net/reader030/viewer/2022032605/56649e765503460f94b780f8/html5/thumbnails/4.jpg)
WhyConstruct & Analyse
Hydrographs ? To find out discharge patterns
ofa particular drainage basin
Help predict flooding events,therefore influence implementation of flood prevention measures
![Page 5: Construction And Analysis Of Hydrographs. 0 12 24 36 48 60 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Base flow Through flow Overland.](https://reader030.fdocuments.net/reader030/viewer/2022032605/56649e765503460f94b780f8/html5/thumbnails/5.jpg)
Construction
Of Storm (flood) Hydrographs
![Page 6: Construction And Analysis Of Hydrographs. 0 12 24 36 48 60 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Base flow Through flow Overland.](https://reader030.fdocuments.net/reader030/viewer/2022032605/56649e765503460f94b780f8/html5/thumbnails/6.jpg)
0 12 24 36 48 60 72
Hours from start of rain storm
3
2
1
Dis
charg
e (
m3/s
)
Base flow
Through flow
Overland flowR
isin
g
limb
Recession
limb
Basin lag time
mm4
3
2
Peak flow
Floo
d Hyd
rogr
aph
![Page 7: Construction And Analysis Of Hydrographs. 0 12 24 36 48 60 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Base flow Through flow Overland.](https://reader030.fdocuments.net/reader030/viewer/2022032605/56649e765503460f94b780f8/html5/thumbnails/7.jpg)
0 12 24 36 48 60 72
Hours from start of rain storm
3
2
1
Dis
charg
e (
m3/s
)
![Page 8: Construction And Analysis Of Hydrographs. 0 12 24 36 48 60 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Base flow Through flow Overland.](https://reader030.fdocuments.net/reader030/viewer/2022032605/56649e765503460f94b780f8/html5/thumbnails/8.jpg)
0 12 24 36 48 60 72
Hours from start of rain storm
3
2
1
Dis
charg
e (
m3/s
)
mm4
3
2
Rainfall shown in
mm, as a bar graph
![Page 9: Construction And Analysis Of Hydrographs. 0 12 24 36 48 60 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Base flow Through flow Overland.](https://reader030.fdocuments.net/reader030/viewer/2022032605/56649e765503460f94b780f8/html5/thumbnails/9.jpg)
0 12 24 36 48 60 72
Hours from start of rain storm
3
2
1
Dis
charg
e (
m3/s
)
mm4
3
2
Discharge in m3/s, as a line graph
![Page 10: Construction And Analysis Of Hydrographs. 0 12 24 36 48 60 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Base flow Through flow Overland.](https://reader030.fdocuments.net/reader030/viewer/2022032605/56649e765503460f94b780f8/html5/thumbnails/10.jpg)
0 12 24 36 48 60 72
Hours from start of rain storm
3
2
1
Dis
charg
e (
m3/s
)
Ris
ing
lim
b
mm4
3
2
Rising limbThe rising
flood water in the river
![Page 11: Construction And Analysis Of Hydrographs. 0 12 24 36 48 60 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Base flow Through flow Overland.](https://reader030.fdocuments.net/reader030/viewer/2022032605/56649e765503460f94b780f8/html5/thumbnails/11.jpg)
0 12 24 36 48 60 72
Hours from start of rain storm
3
2
1
Dis
charg
e (
m3/s
)
Ris
ing
limb
mm4
3
2
Peak flow
Peak flowMaximum
discharge in the river
![Page 12: Construction And Analysis Of Hydrographs. 0 12 24 36 48 60 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Base flow Through flow Overland.](https://reader030.fdocuments.net/reader030/viewer/2022032605/56649e765503460f94b780f8/html5/thumbnails/12.jpg)
0 12 24 36 48 60 72
Hours from start of rain storm
3
2
1
Dis
charg
e (
m3/s
)
Ris
ing
limb
Recession
limb
mm4
3
2
Peak flow
Recession limbFalling flood water in the
river
![Page 13: Construction And Analysis Of Hydrographs. 0 12 24 36 48 60 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Base flow Through flow Overland.](https://reader030.fdocuments.net/reader030/viewer/2022032605/56649e765503460f94b780f8/html5/thumbnails/13.jpg)
0 12 24 36 48 60 72
Hours from start of rain storm
3
2
1
Dis
charg
e (
m3/s
)
Ris
ing
limb
Recession
limb
Basin lag time
mm4
3
2
Peak flow
Basin lag timeTime
difference between
the peak of the rain
storm and the peak
flow of the river
![Page 14: Construction And Analysis Of Hydrographs. 0 12 24 36 48 60 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Base flow Through flow Overland.](https://reader030.fdocuments.net/reader030/viewer/2022032605/56649e765503460f94b780f8/html5/thumbnails/14.jpg)
0 12 24 36 48 60 72
Hours from start of rain storm
3
2
1
Dis
charg
e (
m3/s
)
Base flow
Ris
ing
limb
Recession
limb
Basin lag time
mm4
3
2
Peak flow
Base flowNormal
discharge of the river
![Page 15: Construction And Analysis Of Hydrographs. 0 12 24 36 48 60 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Base flow Through flow Overland.](https://reader030.fdocuments.net/reader030/viewer/2022032605/56649e765503460f94b780f8/html5/thumbnails/15.jpg)
0 12 24 36 48 60 72
Hours from start of rain storm
3
2
1
Dis
charg
e (
m3/s
)
Base flow
Through flow
Overland flowR
isin
g
limb
Recession
limb
Basin lag time
mm4
3
2
Peak flow
Overland flow
Through flow
+
=Storm Flow
![Page 16: Construction And Analysis Of Hydrographs. 0 12 24 36 48 60 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Base flow Through flow Overland.](https://reader030.fdocuments.net/reader030/viewer/2022032605/56649e765503460f94b780f8/html5/thumbnails/16.jpg)
Volume of water reaching the river
from surface run off
Overland flow
Through flow
Volume of water reaching the river
through the soil and underlying rock
layers
![Page 17: Construction And Analysis Of Hydrographs. 0 12 24 36 48 60 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Base flow Through flow Overland.](https://reader030.fdocuments.net/reader030/viewer/2022032605/56649e765503460f94b780f8/html5/thumbnails/17.jpg)
0 12 24 36 48 30 72
Hours from start of rain storm
3
2
1
Dis
charg
e (
m3/s
)
Base flow
Through flow
Overland flowR
isin
g
limb
Recession
limb
Basin lag time
mm4
3
2
Peak flow
![Page 18: Construction And Analysis Of Hydrographs. 0 12 24 36 48 60 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Base flow Through flow Overland.](https://reader030.fdocuments.net/reader030/viewer/2022032605/56649e765503460f94b780f8/html5/thumbnails/18.jpg)
Analysis
![Page 19: Construction And Analysis Of Hydrographs. 0 12 24 36 48 60 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Base flow Through flow Overland.](https://reader030.fdocuments.net/reader030/viewer/2022032605/56649e765503460f94b780f8/html5/thumbnails/19.jpg)
Factors influencingStorm Hydrographs
• Area
• Shape
• Slope
• Rock Type
• Soil
• Land Use
• Drainage Density
• Precipitation / Temp
• Tidal Conditions
![Page 20: Construction And Analysis Of Hydrographs. 0 12 24 36 48 60 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Base flow Through flow Overland.](https://reader030.fdocuments.net/reader030/viewer/2022032605/56649e765503460f94b780f8/html5/thumbnails/20.jpg)
Interpretation of Storm Hydrographs
•Rainfall Intensity
•Rising Limb•Recession Limb•Lag time
•Peak flow compared to Base flow•Recovery rate, back to Base flow
You need to refer to:
Basin lag time
0 12 24 36 48 30 72
Hours from start of rain storm
3
2
1
Dis
charg
e (
m3/s
)
Base flow
Through flow
Overland flowR
isin
g
limb
Recession limb
mm
4
3
2
Peak flow
![Page 21: Construction And Analysis Of Hydrographs. 0 12 24 36 48 60 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Base flow Through flow Overland.](https://reader030.fdocuments.net/reader030/viewer/2022032605/56649e765503460f94b780f8/html5/thumbnails/21.jpg)
Following, are some theoretical
interpretations of influencing factors
BUT…………
When interpreting hydrographs all factors
must be considered together !
![Page 22: Construction And Analysis Of Hydrographs. 0 12 24 36 48 60 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Base flow Through flow Overland.](https://reader030.fdocuments.net/reader030/viewer/2022032605/56649e765503460f94b780f8/html5/thumbnails/22.jpg)
Area
Large basins receive more precipitation than small therefore have larger runoff
Larger size means longer lag time as water has a longer distance to travel to reach the trunk river
Area Rock Type Drainage Density
Shape SoilPrecipitation / Temp
Slope Land Use Tidal Conditions
![Page 23: Construction And Analysis Of Hydrographs. 0 12 24 36 48 60 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Base flow Through flow Overland.](https://reader030.fdocuments.net/reader030/viewer/2022032605/56649e765503460f94b780f8/html5/thumbnails/23.jpg)
Shape
Elongated basin will produce a lower peak flow and longer lag time than a circular one of the same size
Area Rock Type Drainage Density
Shape SoilPrecipitation / Temp
Slope Land Use Tidal Conditions
![Page 24: Construction And Analysis Of Hydrographs. 0 12 24 36 48 60 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Base flow Through flow Overland.](https://reader030.fdocuments.net/reader030/viewer/2022032605/56649e765503460f94b780f8/html5/thumbnails/24.jpg)
Slope
Channel flow can be faster down a steep slope therefore steeper rising limb and shorter lag time
Area Rock Type Drainage Density
Shape SoilPrecipitation / Temp
Slope Land Use Tidal Conditions
![Page 25: Construction And Analysis Of Hydrographs. 0 12 24 36 48 60 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Base flow Through flow Overland.](https://reader030.fdocuments.net/reader030/viewer/2022032605/56649e765503460f94b780f8/html5/thumbnails/25.jpg)
Rock Type
Permeable rocks mean rapid infiltration and little overland flow therefore shallow rising limb
Area Rock Type Drainage Density
Shape SoilPrecipitation / Temp
Slope Land Use Tidal Conditions
![Page 26: Construction And Analysis Of Hydrographs. 0 12 24 36 48 60 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Base flow Through flow Overland.](https://reader030.fdocuments.net/reader030/viewer/2022032605/56649e765503460f94b780f8/html5/thumbnails/26.jpg)
Soil
Infiltration is generally greater on thick soil, although less porous soils eg. clay act as impermeable layers
The more infiltration occurs the longer the lag time and shallower the rising limb
Area Rock Type Drainage Density
Shape SoilPrecipitation / Temp
Slope Land Use Tidal Conditions
![Page 27: Construction And Analysis Of Hydrographs. 0 12 24 36 48 60 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Base flow Through flow Overland.](https://reader030.fdocuments.net/reader030/viewer/2022032605/56649e765503460f94b780f8/html5/thumbnails/27.jpg)
Land Use
Urbanisation - concrete and tarmac form impermeable surfaces, creating a steep rising limb and shortening the time lag. Steeper recession limb. WHY?
RISING LIMB / LAG TIME:
Shallower in rural areas – increased interception
Vegetation intercepts and stores water slowing it’s passage into the river system
In Urban areas concrete, tarmac etc. channels water quickly into drains and straight into river / sewage system
![Page 28: Construction And Analysis Of Hydrographs. 0 12 24 36 48 60 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Base flow Through flow Overland.](https://reader030.fdocuments.net/reader030/viewer/2022032605/56649e765503460f94b780f8/html5/thumbnails/28.jpg)
Land Use
Urbanisation - concrete and tarmac form impermeable surfaces, creating a steep rising limb and shortening the time lag. Steeper recession limb. WHY?
STORAGE:
Falling limb will be steeper on an urban hydrograph due to lack of infiltration, storage
In rural areas water will continue to flow into the river for many hours from underground flow and through flow
The return to base flow is much slower in rural areas
![Page 29: Construction And Analysis Of Hydrographs. 0 12 24 36 48 60 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Base flow Through flow Overland.](https://reader030.fdocuments.net/reader030/viewer/2022032605/56649e765503460f94b780f8/html5/thumbnails/29.jpg)
Land Use
Urbanisation - concrete and tarmac form impermeable surfaces, creating a steep rising limb and shortening the time lag. Steeper recession limb. WHY?
Afforestation - intercepts the precipitation, creating a shallow rising limb and lengthening the time lag. Shallower recession limb. WHY?
Area Rock Type Drainage Density
Shape SoilPrecipitation / Temp
Slope Land Use Tidal Conditions
![Page 30: Construction And Analysis Of Hydrographs. 0 12 24 36 48 60 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Base flow Through flow Overland.](https://reader030.fdocuments.net/reader030/viewer/2022032605/56649e765503460f94b780f8/html5/thumbnails/30.jpg)
Drainage Density
A higher density will allow rapid overland flow
Area Rock Type Drainage Density
Shape SoilPrecipitation / Temp
Slope Land Use Tidal Conditions
![Page 31: Construction And Analysis Of Hydrographs. 0 12 24 36 48 60 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Base flow Through flow Overland.](https://reader030.fdocuments.net/reader030/viewer/2022032605/56649e765503460f94b780f8/html5/thumbnails/31.jpg)
Precipitation & Temperature
Short intense rainstorms can produce rapid overland flow and steep rising limb
If there have been extreme temperatures, the ground can be hard (either baked or frozen) causing rapid surface run off Snow on the ground can act as a store producing a long lag time and shallow rising limb. Once a thaw sets in the rising limb will become steep
Area Rock Type Drainage Density
Shape SoilPrecipitation / Temp
Slope Land Use Tidal Conditions
![Page 32: Construction And Analysis Of Hydrographs. 0 12 24 36 48 60 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Base flow Through flow Overland.](https://reader030.fdocuments.net/reader030/viewer/2022032605/56649e765503460f94b780f8/html5/thumbnails/32.jpg)
Tidal Conditions
High spring tides can block the normal exit for the water, therefore extending the length of time the river basin takes to return to base flow
Area Rock Type Drainage Density
Shape SoilPrecipitation / Temp
Slope Land Use Tidal Conditions
![Page 33: Construction And Analysis Of Hydrographs. 0 12 24 36 48 60 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Base flow Through flow Overland.](https://reader030.fdocuments.net/reader030/viewer/2022032605/56649e765503460f94b780f8/html5/thumbnails/33.jpg)
Remember these influencing factors will:
Influence each other
Change throughout the rivers course
![Page 34: Construction And Analysis Of Hydrographs. 0 12 24 36 48 60 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Base flow Through flow Overland.](https://reader030.fdocuments.net/reader030/viewer/2022032605/56649e765503460f94b780f8/html5/thumbnails/34.jpg)
ANALYSING HYDROGRAPHS
1. Discharge does not increase immediately (only a small amount of precipitation falls directly into the river)
2. Water reaches the river from overland flow / surface run-off
3. This is then supplemented with water from throughflow
4. Rising limb shows overland flow
5. Recession limb indicates there is still water in the system – e.g. throughflow
6. Rivers with a short lag time and high discharge are most likely to flood
7. Two basins which receive the same amount of rain can have very different flood hydrographs
![Page 35: Construction And Analysis Of Hydrographs. 0 12 24 36 48 60 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Base flow Through flow Overland.](https://reader030.fdocuments.net/reader030/viewer/2022032605/56649e765503460f94b780f8/html5/thumbnails/35.jpg)
ANALYSING HYDROGRAPHS
1. ____ ____ will be higher in larger basins
2. If slopes are steep, ______ will be lower, therefore peak flow will be greater
3. If basin is flatter, there will be more infiltration resulting in
peaks
4. The _______ the slope – the shorter the lag time
A combined atmosphere / hydrosphere question can appear:
• ITCZ
• Hydrographs
Peak Flow
infiltration
lower
steeper
![Page 36: Construction And Analysis Of Hydrographs. 0 12 24 36 48 60 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Base flow Through flow Overland.](https://reader030.fdocuments.net/reader030/viewer/2022032605/56649e765503460f94b780f8/html5/thumbnails/36.jpg)
FLOOD HYDROGRAPHS
TASK:
Using pages 43 55
Answer questions 1 5 on page 68-69 under the heading ‘Flows and Flood Hydrographs’
![Page 37: Construction And Analysis Of Hydrographs. 0 12 24 36 48 60 72 Hours from start of rain storm 3 2 1 Discharge (m 3 /s) Base flow Through flow Overland.](https://reader030.fdocuments.net/reader030/viewer/2022032605/56649e765503460f94b780f8/html5/thumbnails/37.jpg)
PAST PAPER QUESTIONS
2006 – Hydrosphere
Remember to double marks when looking pre-2008