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<strong>National</strong> <strong>Hydrology</strong> <strong>committee</strong> <strong>of</strong><br />

<strong>Afghanistan</strong> (<strong>NHCA</strong>)<br />

Sedimentation in Reservoire<br />

OCt.2007<br />

Pr<strong>of</strong>. Mohammad Qasem Seddeqy<br />

KPU


بسم االله الرحمن الرحيم<br />

وجعلنامن الماءکل شئء حی<br />

30<br />

واز آب هر چيزی رازنده گردانيدیم سوره انبيا ایه


Classification <strong>of</strong> Rivers according to<br />

the topography <strong>of</strong> the river basin<br />

‣ Upper reaches in the hilly region<br />

‣ Lower reaches in the alluvial plain<br />

Rivers on alluvial plains may be broadly classified in<br />

to three types:<br />

1. The meandering type<br />

2. The aggrading type<br />

3. The degrading type


Sediment is fragmental material,<br />

primarily formed by the physical<br />

and chemical disintegration <strong>of</strong><br />

rocks from the earth crust.<br />

The process <strong>of</strong> moving and<br />

removing from their original<br />

source or resting place is called<br />

erosion


Why a good understanding <strong>of</strong> sediment<br />

transport processes is indispensable<br />

1. Morphological boundary condition for<br />

design <strong>of</strong> Hydraulic structure and river<br />

training works<br />

2. Sedimentation in reservoirs<br />

3. Sediment problems at Intakes<br />

4. Environmental Impact assessment


Origin and types <strong>of</strong> Sediment<br />

‣ Cohesive<br />

‣ Non Cohesive<br />

Cohesive sediment – the physical- chemical<br />

interaction between particles plays a<br />

significant role.<br />

Non Cohesive sediment – there is no<br />

physical and chemical interaction between<br />

individual particles .


Sediment Control Plan<br />

Q<br />

Control Point<br />

(Q+A-B)*α<br />

B<br />

A<br />

E<br />

C<br />

D<br />

Target Area<br />

‣ E=(Q+A - B)(1 -α) - C - D


Sediment Control Plan<br />

‣ E=(Q+A - B)(1 -α) - C - D<br />

• E : Design allowable sediment discharge<br />

• Q : Design sediment discharge at the design<br />

control point <strong>of</strong> the upstream end <strong>of</strong> the<br />

subject sub-basin<br />

basin<br />

• A : Design sediment production<br />

• B : Design reduction <strong>of</strong> sediment production<br />

• α : Ratio <strong>of</strong> volume <strong>of</strong> channel sediment<br />

mitigation<br />

• C : Design reduction <strong>of</strong> sediment discharge<br />

• D : Design mitigation volume <strong>of</strong> sediment<br />

discharge


Sediment Control Dam<br />

‣ Function 1: To Stabilize<br />

Hillside Slopes<br />

Scouring force<br />

becomes less than<br />

before;<br />

Shallower in depth,<br />

Slower in velocity


Sediment Control Dam<br />

‣ Function 1 To Reduce Sediment<br />

Discharge<br />

Sediment Capacity<br />

for Flood Period<br />

Initial Sediment<br />

Capacity


Sediment Control Dam<br />

‣ Function 2: To Mitigate Streambed<br />

Erosion by milder bed-slope with<br />

Stepwise Dams<br />

L<br />

h<br />

m<br />

n<br />

1<br />

1<br />

m>n<br />

L=((m*n)/(m - n))*h


Sediment Control Dam<br />

‣ Function 3: To Mitigate Sediment<br />

Run<strong>of</strong>f<br />

Design Sedimentation Line<br />

to Cover the Unstable<br />

Sediment Deposition<br />

Unstable Sediment<br />

Deposition


3D VIEW OF KABUL RIVER BASIN<br />

Kabul<br />

Naghlu<br />

dam<br />

Oulet basin


3D View <strong>of</strong> Alingar River<br />

Basin<br />

Darunta<br />

Dam


Other view from agriculture land <strong>of</strong><br />

Gulbahar –Panjsheer desert


3D view <strong>of</strong> Sorobi and Naglu<br />

dams<br />

Naghlu dam<br />

Sorobi<br />

dam


3D View <strong>of</strong> from Kunar River<br />

Kunar river<br />

Pakistan<br />

Darunta<br />

dam


3D View <strong>of</strong> Darunta Dam<br />

2002-09-<br />

Darunta<br />

dam<br />

: Date<br />

Landsat 7 satalite<br />

22


3D View <strong>of</strong> Panjsheer river<br />

Basin<br />

Gulbahar<br />

desert<br />

Naghlu<br />

dam<br />

Darunta<br />

dam


Darunta Reservoir 24<br />

years ago<br />

1979-06-<br />

: Date Landsat 3 satalite<br />

20


•Sedimentation<br />

‣ Intensive soil erosion has been causing<br />

rapid sedimentation <strong>of</strong> reservoirs with<br />

an important loss <strong>of</strong> irrigation lands,<br />

power generation capacity and life time<br />

<strong>of</strong> reservoirs<br />

‣ Afganistan is facing annually with 150<br />

million m3 sedimentation in the<br />

reservoirs and 400 million m3<br />

sedimentation to downstream <strong>of</strong> dam<br />

reservoirs and irrigation networks


Causes <strong>of</strong> sedimentation<br />

‣ Desertification<br />

1. Continued deforestation from logging and fuel wood needs : In<br />

South,east and northeast <strong>of</strong> <strong>Afghanistan</strong>.<br />

2. overgrazing:The grazing lands used by Kochis (nomads)have<br />

been dried out due to the lack <strong>of</strong> sufficient rainfalls & converting to<br />

cultivable land causing considerable reduction in livestock and<br />

livelihood.<br />

3. Destroying land covers bush used for fuel wood<br />

4. Soil erosion due to flood and wind<br />

5. Unsustainable agriculture :Salinization:<br />

<strong>of</strong> soil ,over use <strong>of</strong><br />

agricultural inputs.<br />

6. Drought :Started in 1969,getting up to a critical status in 1997-<br />

2002 ,causing hydrological circulations <strong>of</strong> the soil


‣ Lack <strong>of</strong> river mangement and training work<br />

‣ Land use<br />

‣ steep drainage basin slopes and relief<br />

‣ high rainfall magnitudes and frequencies<br />

‣ Lack <strong>of</strong> Reservoir maintenance


Extensive<br />

destruction <strong>of</strong><br />

forest over the<br />

past 25 years


Sedimentation and erosion<br />

problems affect the following<br />

sectors.<br />

‣ Health(drinking water , domestic )<br />

‣ Society<br />

‣ Economy(Water<br />

supply,Irrigation,Hydropower,Maintenance<br />

and operation <strong>of</strong><br />

Reservoir,Navigation<br />

Navigation,Flood<br />

Protection,Fishery<br />

)<br />

‣ Environment


Flash flooding is a direct<br />

consequence <strong>of</strong> land cover<br />

degradation in Balkh river<br />

26 March, 2003


Sediment deposition into reservoirs<br />

has several major detrimental<br />

effects.<br />

‣ Loss <strong>of</strong> storage capacity.<br />

‣ Damage to or impairment <strong>of</strong> hydro equipment.<br />

‣ Bank erosion and instabilities.<br />

‣ Downstream channel modification.<br />

‣ Reduced downstream suspended sediment load.<br />

‣ Upstream aggradations.<br />

‣ Effect on water quality.<br />

‣ Effect on waste assimilation.<br />

‣ Effect on navigation and recreation.<br />

‣ Effect on aquatic life.


Plans for mitigation <strong>of</strong> erosion and<br />

sedimentation<br />

‣ For urgently Dredging, Sub cut, empty washing<br />

‣ Reforestation and plantation for land covering long term<br />

‣ Preparation <strong>of</strong> <strong>National</strong> Strategy and policy for<br />

erosion and sediment mitigation.<br />

‣ Use water resource potential in the country through<br />

rain and flood water harvesting, construction <strong>of</strong><br />

small, medium, and large depressions, pools and<br />

dams for flood control and prevention <strong>of</strong> erosion .<br />

‣ Construction <strong>of</strong> protective structures along river<br />

where sliding may occur.


Immediate Response<br />

‣ Good river management :includes sediment and<br />

floodplain management<br />

‣ <strong>National</strong> Emergency Employment Program,<br />

<strong>National</strong> Solidarity Program and <strong>National</strong><br />

<strong>Hydrology</strong> program <strong>of</strong> <strong>Afghanistan</strong> (<strong>NHCA</strong>),<br />

Based Development program and other<br />

Nationwide programs are contributing to Erosion<br />

and sedimentation relief<br />

‣ Emergency Rehabilitation Irrigation Project<br />

(Hydraulic structures)<br />

‣ Intermittent meetings by UN and Governmental<br />

and well-known non-Governmental Agencies for<br />

assessing response and coordination regarding<br />

erosion and sedimentation management and<br />

capacity Building


conclusion<br />

‣ The principal reservoirs <strong>of</strong> <strong>Afghanistan</strong> are rapidly losing their<br />

storage capacity and day by day exacerbated because <strong>of</strong> high rates<br />

<strong>of</strong> sediment influx and accumulation.<br />

‣ The factors that promote sedimentation in the reservoirs include<br />

land use, steep drainage basin slopes and relief, and most<br />

importantly, high rainfall magnitudes and frequencies and lack <strong>of</strong> o<br />

maintenance due to prolong war.<br />

‣ connecting reservoirs at high elevations with those at lower<br />

elevations, results in an increased drainage area and available<br />

water. As the upstream reservoirs fill with sediment, however, the<br />

bottoms reach the outlet structures and sediment is bypassed into<br />

the lower reservoirs, accelerating the sedimentation rates in these<br />

impoundments.


‣ Reservoirs with small drainage areas loss<br />

storage capacity at a faster rate than<br />

reservoirs with larger basins, especially in<br />

developed basins.<br />

‣ In reservoirs with large basins<br />

however,intense rainfall in a short period<br />

can transport large amounts <strong>of</strong> sediment<br />

into the reservoirs, rapidly depleting their<br />

storage capacity.


‣ Efforts to significantly increase the overall<br />

water resources by simply building more<br />

dams over time , is proving to be<br />

ineffective on a long-term basis.


Thank you for attention

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