This document provides details of various projects conducted related to water resource management including standing consultancy services, dam arbitration cases, storm water drainage projects, hydropower projects, and more. Methodologies involved data collection, GIS mapping, hydrological analysis, bathymetric surveys, and developing elevation-area-capacity curves and other profiles. Key projects summarized include the Attabad Landslide Lake bathymetric survey, Al Baha storm water drainage study, and the 840MW Suki Kinari Hydropower Project.

2.  Standing Consultancy services for the office
of PCIW.
 Kishenganga Dam Case Arbitration
 Storm Water Drainage for 5 Cities of Al-Baha
Region, K.S.A.
 Water Sector Improvement Project (WSIP)
 Attabad Landslide Lake
 840MW Suki Kinari Hydropower Project

3.  Data Collection, Review & Analysis
 Develop GIS maps showing the River
catchment area, Drainage Pattern,
Contours, Infrastructures and other
important features as per requirement.
 Draw the X-sections, longitudinal Profiles of
main River and Major Tributaries.
 GeoReferencing of GT Sheets and other
relating drawings.

4.  Calibration of DEM.(Aster & SRTM)
 Digitizing of contours from GT Sheet.
 Developed Elevation-Area-Capacity
(EAC) curve at the project sites by using
digital elevation models.
 Developed the Spatial Data base for
Western Rivers (Indus , Jhelum & Chenab
River)

5.  Satellite Image Prcessing
 Developed Hypsometric Curves
 Developed Isohyetal Maps for various
Projects
 Calibration of DEM by observing correlation
of survey data with different data sets(GT
Sheet, SRTM,ASTER).
 Geo-Statistical Analysis
 Supervised bathymetric Survey of Attabad
Lake carried out by ISRIP.

7.  Salient Features
Installed Capacity : 1000 Mw
Location : At Marusadar River(Major Tributary of River Chenab)
Dam Type : Concrete Face Rock Fill
Dam Height : 167 m
Full Reservoir Level : 1700 m asl
Reservoir Capacity : 132.91 Mm3

8.  Location Map
 Hydrological Basin Map
 Geo-Referencing of GT Sheets and
Survey Drawings
 Elevation Map
 Longitudinal Profiles of Major Tributaries
 Calculate EAC using Survey Data and
ASTER Data

17. 0.00.51.01.52.02.53.03.54.0
1,520
1,540
1,560
1,580
1,600
1,620
1,640
1,660
1,680
1,700
1,720
1,520
1,540
1,560
1,580
1,600
1,620
1,640
1,660
1,680
1,700
1,720
0 20 40 60 80 100 120 140 160 180
Area (km2)
Elevation(masl)
Elevation(masl)
Volume (Mm3)
Volume (Provided by India) Volume (Estimated from ASTER)
Area (Provided by India) Area (Estimated from ASTER)

20. KHEP Dam Site
Neelum River
Basin
Neelum Jhelum
Dam Site
Jhelum River
Basin

29. Madhumati Nallah
Zainagir Canal Off-Take

31. Command Area Provide by India :13,300 Acre
Command Area Provide by India :13,357 Acre

32.  CWC’s has contrived in the end of its
report an offsetting mechanism of
reduction of energy at NJHEP due to
implementation of KHEP by referring to
the alleged Dudhnial and Kohala
hydroelectric plants.

33.  Pakistan disagree with such thoughts based on
merely some information possibly shared in the
past about the planning of the Dudhnial
project as storage works. Dudhnial HEP was
initially conceived in early 80s as a storage
project incorporating a 210m high dam with
about 9km long tunnel to tap a total head of
more than 300m. The project parameters were
based on a desk study carried out in the offices
of WAPDA. Till 1980 to date the project has to
undergo the pre-feasibility and feasibility
studies so that the configuration of the projects
may be finalised and it may be decided
whether the project would be feasible as a
storage or run-of-river scheme.

34.  It was checked and found, using satellite
images and SRTM DEM, that construction
of 210m high dam at Dudhnial would
inundate about 30km of upstream river
reach till Kel which amounts to
inundation of the native population and
relocation of the road that would
become part of the reservoir. The
inundation would also submerge Sharda
village which is an ancient Buddhist
monastery.

42. Dam Height (m) No. of Inundated Houses Inundated Road (km) Inundated Bridges
15 68 0.27 1
20 101 0.43 1
25 184 0.60 1
30 232 0.91 2
40 353 2.21 3
50 470 3.87 3
210 1809 32.42 6

43. 2000
2500
3000
3500
4000
4500
5000
5500
0 500 1000 1500 2000 2500 3000 3500
Elevation(masl)
Area (km²)
Hypsometric Curve of Neelum River at Kel

44. 0 100 200 300 400 500 60
3280 - 3274
3274 - 3233
3233 - 3007
3007 - 2588
2588 - 2113
2113 - 1618
1618 - 1129
1129 - 688
688 - 346
346 - 125
125 - 17
Area (km²)
ElevationBands(masl)
Hypsometric Chart of Neelum River at Kel

45. Study and design of storm water drainage and
Flood Management for five cities in Al Baha Region
of KSA

46. Project Location
Storm water drainage and Flood Management study in Al Baha region-
KSA

47. Project Cities
Storm water drainage and Flood Management study in Al Baha region-
KSA
Al-Aqiq
Al-Mandaq
Al-Qilwah
Biljurashi
Al-Makhwah

48. Methodology
Storm water drainage and Flood Management study in Al Baha region-
KSA
Calibration of DEM (SRTM)
Delineation of Drainage
Network
Catchment area
Calculation
X-Sectional and
Longitudinal Profiles of
Streams
INUNDATION MAPPING
AND IDENTIFICATION OF
FLOOD PRONE ARES
Assessment of stream layout and characteristics in each city

49.  DEM made from Surveyed Cross Section.
 DEM made from Contours and Elevation
points digitized from topographical
sheets.
 DEM made with combination of contours
digitized from topographical sheet and
cross Sectional survey.
 DEM made from Topographical survey
and Extracted Points of SRTM.

50. Survey
SRTM

51. Survey
InterpolatedDEM

54. 1800
1850
1900
1950
2000
2050
2100
2150
2200
2250
2300
0 5000 10000 15000 20000 25000 30000
Distance (m)
Elevation(m)
Wadi Bani Salim TR5 Wadi Al Bukayr TR3 TR2 TR1
Slope1.88%
ProjectAreaBoundary

55. Storm water drainage and Flood Management study in Al Baha region-
KSA
SATELLITE IMAGERY
SHOWING NATURAL STREAM
IN AL-AQIQ CITY PREMISES

56. Storm water drainage and Flood Management study in Al Baha region-
KSA
NATURAL FLOW PATH OF
STREAMS IN AL-AQIQ CITY

57. Storm water drainage and Flood Management study in Al Baha region-
KSA
EXISTING BRIDGES AND
CULVERTS IN AL-AQIQ CITY

58. Storm water drainage and Flood Management study in Al Baha region-
KSA
Measuring
Tape
100 Year flood
level
COMPUTED 100-YEAR
FLOOD EXTENTS ALONG
STREAMS
SNAP SHOWING FIELD
ASSESSMENT OF COMPUTED
100-YEAR FLOW DEPTH ON
BRIDGE OVER WADI AN
NUGHARA

59. Storm water drainage and Flood Management study in Al Baha region-
KSA
INUNDATION MAPPING
SHOWING SETTLEMETS
AND FLOOD PRONE AREAS
IN AL-AQIQ CITY

60. Storm water drainage and Flood Management study in Al Baha region-
KSA
PROPOSED FLOOD
PROTECTION WORKS FOR
AL-AQIQ CITY

61. Storm water drainage and Flood Management study in Al Baha region-
KSA
CONTROLLED 100-YEAR
FLOOD INUNDATIONS IN AL-
AQIQ CITY

62. Built-Up Land
Wadi Name Total Area (m²) Affected Area (m²)
%age of Affected
Area
Wadi Bani Salim 2,711,382 106,622 3.93
Wadi Mutaf 511,683 5,654 1.11
Wadi Tahiyah 2,272,581 195,959 8.62

63. Cultivated Land
Wadi Name Total Area (m²) Affected Area (m²) % of Affected Area
Wadi Bani Salim 21,551,778 3,920,056 18.19
Wadi Mutaf 4,551,841 737,204 16.20
Wadi Tahiyah 30,540,902 5,982,233 19.59

64.  Selection Based on Soil Texture
Seepage losses mainly depend on the soil texture through which
an irrigation channel traverses. Thus soil texture has been taken
as the 2nd but prime criteria for the selection of sample channels.
In order to identify various soil texture types in project area, soil
texture maps developed by Planning Division of WAPDA on
1:250,000 scale have been studied. These maps classify project
land with following types of soil textures;
 Coarse (Sand, loamy sand)
 Moderately Coarse (sandy loam, fine sandy loam)
 Medium ( loam, silt loam, silt)
 Moderately fine (sandy clay loam, clay loam, silty clay loam)
 Fine (sandy clay, silty clay, clay)

66. Original Map showing
soil texture classification

67. Digitized polygons of soil
texture classification

70. Identification of channel length
passing through various textures

71. Length of Channels passing through various soil textures in each AWB

72.  Supervised the Bathymetric Survey of
Attabad Lake conducted by ISRIP for
finding the appropriate location of
intake for the proposed lake tap tunnel.

75. 2400
2404
2408
2412
2416
2420
2424
2428
2432
2436
2440
0 50 100 150 200 250 300 350 400 450 500
Elevation(SPD)Meter
Distance from Left Bank (meter)
BATHYMETRIC SURVEY OF ATTABAD LANDSLIDE DAM LAKE
Cross Section at New Shishkat Bridge, Date: 24-07-2011

76. 2330
2350
2370
2390
2410
2430
2450
0 100 200 300 400 500 600 700
Elevation(SPD)Meter
Distance from Left Bank (meter)
BATHYMETRIC SURVEY OF ATTABAD LANDSLIDE DAM LAKE
Cross Section at Old Shishkat Bridge, Date: 23-07-2011
Old Shishkat Bridge Old