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HYDROLOGY
Second Term, Final Year
B.E. Civil Engineering
Definition of runoff
Portions of runoff
Runoff process
Surface runoff
Factors affecting runoff
Runoff cycle
Conditions of runoff cycle
Summary of Rainfall-Runoff process
Definition of Runoff
 Runoff can be defined as the portion of the
precipitation that makes it’s way towards rivers
or oceans etc, as surface or subsurface flow.
 Portion which is not absorbed by the deep
strata.
 Runoff occurs only when the rate of
precipitation exceeds the rate at which water
may infiltrate into the soil.
Portions of Runoff
1. Surface runoff
2. Groundwater flow
3. Direct precipitation over the river stream.
Runoff Process
 When rainfall occurs:
 A part of rainfall/precipitation is intercepted by vegetation.
 Some part is stored in depressions on the ground surface known as
depression storage (Sd), which later infilterates or evaporates.
 Some part of rainfall is absorbed by the soil, the amount of which depends
upon the soil moisture condition at the time of percolation.
 Now if the rain continues further;
 The water starts infiltrating/percolating to the water table and if the rate of
rainfall or the rate at which the water is reaching the ground exceeds the
infiltration rate (f), resulting the surface detention (D).
 This water flow overland and joins the rivers, lakes, streams, oceans, etc,
and is known as surface runoff.
One can say runoff as surface runoff.
1) The surface runoff is important for maximum flow.
2) Where as the ground water flow is important for
minimum flow.
3) Direct Precipitation over the river or stream is
negligible.
So for peak flow we are generally concerned with
surface runoff and therefore we can say runoff as
surface runoff.
Factors Affecting Runoff (Mod GargSK)
1. Precipitation characteristics,
2. Shape and size of the catchment,
3. Topography,
4. Geological characteristics,
5. Meteorological characteristics,
6. Character of the catchment surface,
7. Storage characteristics.
1. Precipitation characteristics
 It is the most important factor for runoff
 Runoff depends on the type of the storm and it’s
duration, which causes precipitation.
 Runoff depends on the intensity of rainfall.
 More the rainfall, more will be runoff.
 If the rainfall intensity is very less and it rains as light
showers then much of the water will be lost in
infiltration & evaporation resulting less runoff.
 If precipitation is in case of snow then less runoff.
2. Shape and size of the catchment
 Runoff depends upon size, shape and location of the
catchment.
 Generally more rainfall on smaller area resulting in
greater runoff.
 Less runoff in larger catchments because due to
uniform rainfall over the entire area, thus only few
tributaries of the stream feed water to a main stream
during a particular storm.
Types of catchment
A. Fan shaped catchment
B. Fern leaf catchment
A. Fan shaped catchment
 All the tributaries are
approximately of the same size.
 Gives greater runoff because
the peak flood from the
tributaries is likely to reach the
main stream approximately at
the same time.
B. Fern leaf catchment
 The tributaries are generally of
different lengths and meet the
main stream at the regular
intervals.
 Such a narrow catchments the
peak flood intensity is reduced
since discharges are likely to be
distributed over a long period of
time.
3. Topography
 Runoff depends on surface smoothness and
slope.
 If slope is steep, flow will be quick and less
evaporation and absorption, resulting greater
runoff.
 If the catchment is in mountainous area and
on the windward side of the mountain, then
more rain fall resulting more runoff.
4. Geological characteristics
It is one of the important factor.
 It includes the type of surface soil, subsoil, type of
rock and their permeability characteristics.
 If soil and subsoil is porous, seepage will be more
resulting reduction of the peak flood.
 If the surface is rocky, then absorption will be nil
resulting more runoff.
 If rocks have fissures, are porous in nature, have lava
funnels water will be lost resulting less runoff.
5. Meteorological characteristics
 Runoff may also be affected by temperature,
wind and humidity.
 If temperature is low and ground is saturated
then runoff will be greater.
 If temperature is high and greater wind
velocity give rise to greater evaporation loss
and resulting in less runoff.
6. Character of the Catchment surface
 Runoff depends upon the surface conditions like
drained, undrained, natural or cultivated.
 If the surface has no natural drainage then absorption
loss will be more.
 If more area of a catchment is cultivated resulting
less runoff.
 Vegetal cover reduces the runoff in smaller storms.
 No vegetal cover reduction in bigger storm.
7. Storage characteristics
 The artificial storage such as dams, weirs, etc
and natural storage such as lakes, ponds, etc
tend to reduce the peak flow.
 They also give rise to greater evaporation
losses.
Runoff Cycle
 It is a part of hydrological cycle
 The part between the precipitation from the
atmosphere over land areas and it’s
subsequent discharge through streams
channels.
Conditions of Runoff Cycle
1. End of dry period
2. Shortly after beginning of rainfall
3. Near the end of isolated heavy rainfall
4. After the end of rainfall
1. End of dry period
 At the end of dry period and just beginning of
heavy rainfall all the surface and channel
storage gets depleted (dried) expect from
lakes, reservoirs and ponds resulted from the
previous rains.
 The only source of stream flow is the ground
water flow entering the river channel.
2. Shortly after beginning of rainfall
 Shortly after beginning of rainfall and before
interception, depression storage have been satisfied.
 The stream flow intercepted by vegetation and
buildings can’t contribute to runoff.
 This intercepted water is eventually returned to the
atmosphere through evaporation.
 At this stage, a part of precipitation falls directly on
the stream which gives an immediate increment to
stream flow.
3. Near the end of isolated heavy rainfall
 After many hours of heavy rainfall virtually all depression storage
and interception requirements gets filled up.
 The soil moisture deficiency is also satisfied to a considerable
extent.
 Infiltration rate is near the minimum.
 Similarly the flow into the filled depression is essentially balanced
by over land flow and infiltration.
 Thus at this stage over land flow mainly contribute to stream flow.
 Sub surface flow also contributes to stream flow.
4. After the end of rainfall
 When rain and overland flow ceases (stops), the stream
flow consists of only base flow and channel storage.
 Evaporation takes place quite from soil moisture.
 Transpiration also takes place from vegetative cover.
 Water from depression storages also continues to
infiltrate.
 Also the gravity water still not drained up to the water table
continues its downward journey to join water table.
Summary of Rainfall-Runoff Process
When a rain starts falling, it is first of all intercepted by buildings, trees,
and other objects, which prevent it from reaching the ground. This
quantity is known as rainfall interception.
Since this quantity is generally very small, it is not of much importance
for intense rains; but many a times, large portions of lighter rains are
disposed of in this manner.
The difference between the total rainfall and that which is intercepted is
called ground rainfall.
when the rainfall rate exceeds the interception rate, water starts
reaching the ground and infiltration into the sub soil starts. The
maximum rate at which the soil in a given condition can absorb water is
known as its infiltration capacity.
The excess rainwater gets collected into the innumerable small and
large depressions existing in the basin, filling them to their overflow
levels. This quantity is known as depression storage.
All this storage is either evaporated or used by vegetation, or later
infiltrates into the soil. None of it appears as surface runoff.
If after the depression storage is filled, the rain intensity (p) continues to
exceed the infiltration capacity of the soil (f), the difference appears as
rainfall excess, which initially accumulates on the ground as surface
detention (D), and then flows as overland flow on the basin surface
before entering a stream channel.
The water that reaches the stream channel of a basin in this manner is
called surface runoff (SRO) or direct runoff (DRO).
The surface runoff can, therefore, occur only from those storms, which
can contribute to excess rainfall, and are simply not dissipated in fulfilling
the interception, depression storage, and infiltration needs of the basin.
Hence,
Excess Rainfall = Rainfall – Interception - Depression storage –
Infiltration
The sum total of interception and depression storage for a basin is
usually called the initial loss or basin loss or initial basin recharge.
Excess rainfall can therefore be represented as:
Excess rainfall = Rainfall – Initial Basin loss – Infiltration
The sum total of initial basin loss and infiltration, is called potential
infiltration.
Since for intense rains, the initial loss is very small as compared to
excess rain, it is usually ignored in hydrological analysis of such rainfalls;
or is considered to be included in the infiltration itself.
The excess rainfall is, thus, represented as:
Excess Rainfall = (Rainfall – Potential Infiltration
The rain that falls in the beginning of a storm before the depression
storage is completely filled is called the initial rain,
and
the rain that falls near the end of the storm at a rate less than the
infiltration capacity is called the residual rain.
The intervening period is the net supply interval. The infiltration occurring
after the net supply interval is called the residual infiltration.
Runoff and surface runoff are two different terms and should not be
confused.
Runoff or Discharge or the Stream flow includes all the water flowing
in the stream channel at any given section.
While
Surface Runoff or Direct Runoff includes only the water that reaches
the stream channel without first percolating down to the water table.
Yield of a drainage basin is same as runoff, with the only difference
that it is expressed over long periods (M.m3
/year),
while
Runoff is expressed for short periods (m3
/sec or m3
/hr).
Runoff =Surface runoff + Ground water inflow (i.e. Base flow).
0.0000
100.0000
200.0000
300.0000
400.0000
500.0000
600.0000
700.0000
0.0000 0.5000 1.0000 1.5000 2.0000 2.5000 3.0000 3.5000 4.0000
Total
Hydrograph
Surface
Response
Baseflow
Continuous process
represented with
discrete time steps

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Hydrology (Runoff and factors affecting Run off)

  • 1.
  • 2. HYDROLOGY Second Term, Final Year B.E. Civil Engineering
  • 3. Definition of runoff Portions of runoff Runoff process Surface runoff Factors affecting runoff Runoff cycle Conditions of runoff cycle Summary of Rainfall-Runoff process
  • 4. Definition of Runoff  Runoff can be defined as the portion of the precipitation that makes it’s way towards rivers or oceans etc, as surface or subsurface flow.  Portion which is not absorbed by the deep strata.  Runoff occurs only when the rate of precipitation exceeds the rate at which water may infiltrate into the soil.
  • 5. Portions of Runoff 1. Surface runoff 2. Groundwater flow 3. Direct precipitation over the river stream.
  • 6. Runoff Process  When rainfall occurs:  A part of rainfall/precipitation is intercepted by vegetation.  Some part is stored in depressions on the ground surface known as depression storage (Sd), which later infilterates or evaporates.  Some part of rainfall is absorbed by the soil, the amount of which depends upon the soil moisture condition at the time of percolation.  Now if the rain continues further;  The water starts infiltrating/percolating to the water table and if the rate of rainfall or the rate at which the water is reaching the ground exceeds the infiltration rate (f), resulting the surface detention (D).  This water flow overland and joins the rivers, lakes, streams, oceans, etc, and is known as surface runoff.
  • 7. One can say runoff as surface runoff. 1) The surface runoff is important for maximum flow. 2) Where as the ground water flow is important for minimum flow. 3) Direct Precipitation over the river or stream is negligible. So for peak flow we are generally concerned with surface runoff and therefore we can say runoff as surface runoff.
  • 8. Factors Affecting Runoff (Mod GargSK) 1. Precipitation characteristics, 2. Shape and size of the catchment, 3. Topography, 4. Geological characteristics, 5. Meteorological characteristics, 6. Character of the catchment surface, 7. Storage characteristics.
  • 9. 1. Precipitation characteristics  It is the most important factor for runoff  Runoff depends on the type of the storm and it’s duration, which causes precipitation.  Runoff depends on the intensity of rainfall.  More the rainfall, more will be runoff.  If the rainfall intensity is very less and it rains as light showers then much of the water will be lost in infiltration & evaporation resulting less runoff.  If precipitation is in case of snow then less runoff.
  • 10. 2. Shape and size of the catchment  Runoff depends upon size, shape and location of the catchment.  Generally more rainfall on smaller area resulting in greater runoff.  Less runoff in larger catchments because due to uniform rainfall over the entire area, thus only few tributaries of the stream feed water to a main stream during a particular storm.
  • 11. Types of catchment A. Fan shaped catchment B. Fern leaf catchment
  • 12. A. Fan shaped catchment  All the tributaries are approximately of the same size.  Gives greater runoff because the peak flood from the tributaries is likely to reach the main stream approximately at the same time.
  • 13. B. Fern leaf catchment  The tributaries are generally of different lengths and meet the main stream at the regular intervals.  Such a narrow catchments the peak flood intensity is reduced since discharges are likely to be distributed over a long period of time.
  • 14. 3. Topography  Runoff depends on surface smoothness and slope.  If slope is steep, flow will be quick and less evaporation and absorption, resulting greater runoff.  If the catchment is in mountainous area and on the windward side of the mountain, then more rain fall resulting more runoff.
  • 15. 4. Geological characteristics It is one of the important factor.  It includes the type of surface soil, subsoil, type of rock and their permeability characteristics.  If soil and subsoil is porous, seepage will be more resulting reduction of the peak flood.  If the surface is rocky, then absorption will be nil resulting more runoff.  If rocks have fissures, are porous in nature, have lava funnels water will be lost resulting less runoff.
  • 16. 5. Meteorological characteristics  Runoff may also be affected by temperature, wind and humidity.  If temperature is low and ground is saturated then runoff will be greater.  If temperature is high and greater wind velocity give rise to greater evaporation loss and resulting in less runoff.
  • 17. 6. Character of the Catchment surface  Runoff depends upon the surface conditions like drained, undrained, natural or cultivated.  If the surface has no natural drainage then absorption loss will be more.  If more area of a catchment is cultivated resulting less runoff.  Vegetal cover reduces the runoff in smaller storms.  No vegetal cover reduction in bigger storm.
  • 18. 7. Storage characteristics  The artificial storage such as dams, weirs, etc and natural storage such as lakes, ponds, etc tend to reduce the peak flow.  They also give rise to greater evaporation losses.
  • 19. Runoff Cycle  It is a part of hydrological cycle  The part between the precipitation from the atmosphere over land areas and it’s subsequent discharge through streams channels.
  • 20. Conditions of Runoff Cycle 1. End of dry period 2. Shortly after beginning of rainfall 3. Near the end of isolated heavy rainfall 4. After the end of rainfall
  • 21. 1. End of dry period  At the end of dry period and just beginning of heavy rainfall all the surface and channel storage gets depleted (dried) expect from lakes, reservoirs and ponds resulted from the previous rains.  The only source of stream flow is the ground water flow entering the river channel.
  • 22. 2. Shortly after beginning of rainfall  Shortly after beginning of rainfall and before interception, depression storage have been satisfied.  The stream flow intercepted by vegetation and buildings can’t contribute to runoff.  This intercepted water is eventually returned to the atmosphere through evaporation.  At this stage, a part of precipitation falls directly on the stream which gives an immediate increment to stream flow.
  • 23. 3. Near the end of isolated heavy rainfall  After many hours of heavy rainfall virtually all depression storage and interception requirements gets filled up.  The soil moisture deficiency is also satisfied to a considerable extent.  Infiltration rate is near the minimum.  Similarly the flow into the filled depression is essentially balanced by over land flow and infiltration.  Thus at this stage over land flow mainly contribute to stream flow.  Sub surface flow also contributes to stream flow.
  • 24. 4. After the end of rainfall  When rain and overland flow ceases (stops), the stream flow consists of only base flow and channel storage.  Evaporation takes place quite from soil moisture.  Transpiration also takes place from vegetative cover.  Water from depression storages also continues to infiltrate.  Also the gravity water still not drained up to the water table continues its downward journey to join water table.
  • 25. Summary of Rainfall-Runoff Process When a rain starts falling, it is first of all intercepted by buildings, trees, and other objects, which prevent it from reaching the ground. This quantity is known as rainfall interception. Since this quantity is generally very small, it is not of much importance for intense rains; but many a times, large portions of lighter rains are disposed of in this manner. The difference between the total rainfall and that which is intercepted is called ground rainfall. when the rainfall rate exceeds the interception rate, water starts reaching the ground and infiltration into the sub soil starts. The maximum rate at which the soil in a given condition can absorb water is known as its infiltration capacity.
  • 26. The excess rainwater gets collected into the innumerable small and large depressions existing in the basin, filling them to their overflow levels. This quantity is known as depression storage. All this storage is either evaporated or used by vegetation, or later infiltrates into the soil. None of it appears as surface runoff. If after the depression storage is filled, the rain intensity (p) continues to exceed the infiltration capacity of the soil (f), the difference appears as rainfall excess, which initially accumulates on the ground as surface detention (D), and then flows as overland flow on the basin surface before entering a stream channel. The water that reaches the stream channel of a basin in this manner is called surface runoff (SRO) or direct runoff (DRO).
  • 27. The surface runoff can, therefore, occur only from those storms, which can contribute to excess rainfall, and are simply not dissipated in fulfilling the interception, depression storage, and infiltration needs of the basin. Hence, Excess Rainfall = Rainfall – Interception - Depression storage – Infiltration The sum total of interception and depression storage for a basin is usually called the initial loss or basin loss or initial basin recharge. Excess rainfall can therefore be represented as: Excess rainfall = Rainfall – Initial Basin loss – Infiltration The sum total of initial basin loss and infiltration, is called potential infiltration.
  • 28. Since for intense rains, the initial loss is very small as compared to excess rain, it is usually ignored in hydrological analysis of such rainfalls; or is considered to be included in the infiltration itself. The excess rainfall is, thus, represented as: Excess Rainfall = (Rainfall – Potential Infiltration The rain that falls in the beginning of a storm before the depression storage is completely filled is called the initial rain, and the rain that falls near the end of the storm at a rate less than the infiltration capacity is called the residual rain. The intervening period is the net supply interval. The infiltration occurring after the net supply interval is called the residual infiltration.
  • 29. Runoff and surface runoff are two different terms and should not be confused. Runoff or Discharge or the Stream flow includes all the water flowing in the stream channel at any given section. While Surface Runoff or Direct Runoff includes only the water that reaches the stream channel without first percolating down to the water table. Yield of a drainage basin is same as runoff, with the only difference that it is expressed over long periods (M.m3 /year), while Runoff is expressed for short periods (m3 /sec or m3 /hr).
  • 30. Runoff =Surface runoff + Ground water inflow (i.e. Base flow).
  • 31. 0.0000 100.0000 200.0000 300.0000 400.0000 500.0000 600.0000 700.0000 0.0000 0.5000 1.0000 1.5000 2.0000 2.5000 3.0000 3.5000 4.0000 Total Hydrograph Surface Response Baseflow