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Contrasting hydrological regimes in the upper Indus Basin
David Archer
Jeremy Benn Associates, South Barn, Broughton Hall, Skipton, North Yorkshire BD23 3AE, UK
Received 10 December 2001; revised 24 November 2002; accepted 6 December 2002
Abstract
Since much of the flow abstracted from the River Indus for irrigation originates in the Himalayas, Karakoram and Hindu
Kush Mountains, an understanding of hydrological regimes of mountain rivers is essential for water resources management in
Pakistan. Broad characteristics of hydrological regimes are investigated using streamflow data from nineteen long-period
stations in terms of annual and seasonal runoff. Regression between climatic variables and streamflow for three key basins, the
River Hunza, River Astore and Khan Khwar have first been carried out followed by regional analysis of twelve further basins.
Analysis shows distinct hydrological regimes with summer volume governed by: melt of glaciers and permanent snow (thermal
control in the current summer), melt of seasonal snow (control by preceding winter and spring precipitation), or winter and
monsoon rainfall (precipitation control in current season). Satisfactory levels of correlation were achieved between streamflow
and measurements of temperature and precipitation at valley sites, which offer promise as a basis for assessing seasonal flow
volumes. They also suggest the possibility of extending the flow record back on the basis of historical climatic records, which
commence early in the twentieth century.
q 2003 Elsevier Science B.V. All rights reserved.
Keywords: Upper Indus Basin; Hydrological regimes; Snowmelt; Glacier melt
1. Introduction
The economic life of Pakistan depends to a large
extent on its agriculture, which in turn is dependent on
irrigation through a vast network of barrages,
diversions, and channels from the River Indus and
its tributaries. Hydropower also provides 28% of the
installed power capacity of the country most impor-
tantly from the two large dams at Tarbela on the Indus
and Mangla on the River Jhelum.
Most of the flow abstracted for irrigation from the
River Indus originates in the Karakoram, Himalaya
and Hindu Kush Mountains and is fed by
a combination of meltwater from seasonal and
permanent snow fields and glaciers, and direct runoff
from rainfall both during the winter and the monsoon
season from July to September. An understanding of
the hydrological regimes of the mountains is critical
for the management of the water resources of Pakistan
and for protection against flooding.
Previous studies have concentrated primarily on
the role of seasonal snow accumulation based
on surface measurements (De Scally, 1994) or on
remotely sensed assessments of snow covered area
(Rango et al., 1977; Dey et al., 1989). De Scally
(1994) studied the River Jhelum (Fig. 1) and obtained
high correlation coefficients between annual
maximum snowpack water storage or total winter
Journal of Hydrology 274 (2003) 198–210
www.elsevier.com/locate/jhydrol
0022-1694/03/$ - see front matter q 2003 Elsevier Science B.V. All rights reserved.
doi:10.1016/S0022-1694(02)00414-6
E-mail address: [email protected] (D. Archer).
Fig. 1. The upper Indus Basin showing the location of streamflow gauging stations and raingauges (for key to station numbers, see Table 1).
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precipitation and annual runoff, whilst summer
precipitation was of little use in estimating annual
flow. Nevertheless, surface measurements of snow are
difficult or impracticable above 3000 m due to the
inhospitable terrain and climate and their use in
forecasting is still in its early stages.
Kolb (1994) showed, with reference to five gauged
catchments that runoff generating mechanisms and
characteristics differ between catchments which are
predominantly fed by glacial melt and those where
runoff depends mainly on the melt of a seasonal snow
pack. Further investigation of variation in runoff
regimes and the linkage between climatic variables
and river flow in northern Pakistan is needed. In
particular it is of considerable practical interest to
determine whether standard climatological measure-
ments made at lower elevations provide a suitable
basis for river flow forecasting and management. For
this purpose a general review of the streamflow
records of northern Pakistan has first been carried out.
Then three key catchments with reliable flow and
climate data have been selected for regression
analysis between climate parameters and seasonal
runoff to assess the controlling mechanisms of their
hydrological regimes. A further twelve catchments
were then studied to validate the conclusions of the
key catchments.
2. Data
Streamflow measurement in northern Pakistan is
carried out by the Water and Power Development
Authority—Surface Water Hydrology Project
(WAPDA-SWHP) with the earliest records commen-
cing in 1960. Flow at most stations is based on manual
measurements of river stage and conversion of stage
to flow using rating curves derived from current meter
measurements from cableway or bridge. The
reliability of the flow record depends on the stability
of the control, the adequacy of gauging and the quality
of level measurement. The stations all have natural
controls in gravel and boulder bed channels. The
original current meter gauging records were not
available, so the stability of the control section and
the frequency, range and variability of gaugings could
not be ascertained. Level measurement is nominally
once daily during the low flow (winter) season, hourly
during daytime hours during the high flow season, and
occasionally in flood flow for the full 24 h. The
quality of level measurement is reported to vary. The
limitations placed by physical conditions at the station
and monitoring procedures suggest that the records
are of moderate quality at best.
Daily mean flows have been published in annual
reports and have been checked and digitised in a
database prepared by the German Technical Devel-
opment Agency (GTZ) acting as advisors to WAPDA.
The full database of daily flows was made available
for this analysis but reference here is made only
to records in excess of 10 years. Station location
and catchment information is shown in Table 1 and
on Fig. 1.
Climatological measurement is primarily the
responsibility of the Pakistan Meteorological Depart-
ment (PMD), which maintains stations with standard
measurements including temperature, precipitation
(daily and recording), humidity and wind speed. Such
stations are mainly located at lower elevations in
valleys. WAPDA also maintain a network of clima-
tological stations but with shorter runs of record and
of lower reliability. Daily precipitation and tempera-
ture records were digitised for selected stations,
especially Gilgit and Skardu where the records
commence in the early twentieth century. Monthly
mean temperature and precipitation were digitised for
all PMD stations in northern Pakistan. The main
emphasis in this analysis is on those stations that were
suitably located and of sufficient record length for use
in correlation and regression analysis with river
runoff. They are listed in Table 2 and shown in Fig. 1.
3. Influences on river flow in the upper Indus basin
The ultimate source of river flow in any river basin
is the occurrence of precipitation. However, the time
distribution and magnitude of river flow is greatly
modified by storage within the catchment. In the
Karakoram Himalaya the most critical storages are in
the seasonal and perennial snowpack and in glacier
ice. Thus, the occurrence of flow and particularly of
peak seasonal and daily flow does not necessarily
coincide with the occurrence of precipitation (with
appropriate catchment lag) but with the combined
availability of heat energy to melt the snowpack
D. Archer / Journal of Hydrology 274 (2003) 198–210200
and the availability of water stored in the form of
snow and ice.
Storages and energy availability differ between
basins in the region and these influence the hydro-
logical regime of rivers. Two particular factors affect
storages within a basin,
† the elevation range and the distribution of areas
within each elevation band in the catchment (the
hypsometric curve). Elevation influences the occur-
rence and magnitude of precipitation and the
proportion that is stored in the form of snow. It is
also closely linked to available energy inputs for
melting snow and ice. Thus snowmelt runoff only
occurs from that portion of the basin that is above
the snow line and below the freezing level. The
lower the catchment elevation, the greater the
proportion of precipitation that falls as rain and
the closer the time distribution of precipitation and
runoff. In addition any snow that occurs at lower
elevations is melted at an earlier date than at higher
altitudes. In contrast at the highest levels, where
there is permanent snow and ice, the runoff is linked
entirely to energy availability and not to precipi-
tation occurrence. No gauged catchments fall
entirely within this category but it is postulated
that basins draining the highest gauged catchments
will show the greatest influence of energy inputs and
their variability. Hypsometric curves were available
for all gauged catchments (Hormann, 1990).
Table 1
Station location and catchment information for gauging stations in northern Pakistan
No River Station Latitude Longitude Period of
record
Years of
record
Basin area
(km2)
Mean elevation
metres
% area above
5000 m
1 Shyok Yogo 35 11 76 06 73–97 24 65,025 4900 46.2
2 Indus Kharmong 34 56 76 13 82–97 15 72,500 4755 36.7
3 Shigar Shigar 35 20 75 45 85–97 12 6650 4401 31.2
4 Indus Kachura 35 27 75 25 70–97 28 146,100 4789 40.2
5 Hunza Dainyor 35 56 74 23 66–97 31 13,925 4472 35.8
6 Gilgit Gilgit 35 56 74 18 60–98 39 12,800 3740 2.9
7 Gilgit Alam Br. 35 46 74 36 66–97 31 27,525 4094 18.1
8 Indus Partab Br. 35 43 74 38 62–96 35 176,775 4656 36.2
9 Chitral Chitral 35 52 71 47 64–96 33 12,425 3794 8.1
10 Astore Doyian 35 33 74 42 74–97 24 3750 3921 2.8
11 Swat Kalam 35 28 72 36 61–97 37 2025 3300 0.3
12 Swat Chakdara 34 39 72 01 61–97 37 5400 2499 0.14
13 Kunhar Naran 34 54 73 39 60–98 39 1175 3700 0.0
14 Kunhar Garhi Habibullah 34 27 73 22 60–98 39 2400 3061 0.0
15 Khan Khwar Karora 34 54 72 46 75–96 22 625 1906 0.0
16 Siran Phulra 34 19 73 05 69–96 28 975 1550 0.0
17 Brandu Daggar 34 30 72 28 69–96 27 725 1171 0.0
18 Indus Shatial Br. 35 32 73 34 83–97 13 187,275 4579 34.3
19 Indus Besham 34 56 72 53 69–97 32 196,425 4505 32.6
Table 2
Location and elevation of utilised climate stations in Northern Pakistan
Station Latitude Longitude Period of record Years of record Elevation (m)
Astore 35 22 74 54 1954–97 44 2394
Gilgit 35 55 74 20 1903–99 80a 1460
Skardu 35 18 75 41 1900–99 80a 2210
Besham 34 55 72 53 1970–97 28 480
Drosh 35 34 71 47 1931–97 66 1465
a Records intermittent 1935–1958.
D. Archer / Journal of Hydrology 274 (2003) 198–210 201
† The glacierised proportion of the catchment.
Glaciers and permanent snowfields provide a
long-term storage which enables melt to con-
tinue beyond the precipitation that has accumu-
lated during the immediate past season and thus
provide a buffer against the variability of annual
precipitation. Data on glacierised area in each
basin was not available, but the percentage area
of the basin above 5000 m (Table 1) gives a
broad indication of the permanent snow cover.
Temperature is the only widely available measure
of energy input and, although it is an imperfect
measure of total radiant heat input, it has the
advantage of being spatially conservative. Regression
analysis of seasonal and annual temperatures of nine
Karakoram stations ranging in elevation from 1000 to
4700 m give correlation coefficients greater than 0.98
and lapse rates ranging from 0.65 to 0.75 8C/100 m
(Archer, 2001).
There is greater uncertainty about seasonality and
magnitude of precipitation input and how representa-
tive climate stations at low elevations are of more
active hydrological zones at higher elevations.
Similarly there is uncertainty as to whether the
seasonal proportion changes with elevation. Wake
(1989) suggests the possibility that a higher pro-
portion of annual precipitation occurs during the
monsoon season at higher elevations. However,
regression analysis of seasonal and annual precipi-
tation between Karakoram stations shows universally
positive correlation coefficients (Archer, 2001). Cor-
relation coefficients of over 0.60 between seasonal
precipitation at valley stations separated by major
topographic barriers suggest that valley stations can
give a reasonable representation of the year-to-year
changes in precipitation over the region as a whole
including higher elevations.
4. Characteristics of hydrological regimes
There is a wide range of response between basins
in the region as shown by monthly and annual runoff
(Table 3). Highest annual runoffs are exhibited in
catchments in the south—the Rivers Swat, Astore and
Kunhar with annual runoff of 1000 to 1400 mm.
These are catchments with significant winter rainfall
at low levels and snow at higher levels to sustain river
flows by melt through the summer months. Very low
annual runoff is experienced at opposite extremes of
the region. The upper Indus and the River Shyok have
low annual runoff but totals gradually increase
downstream with the receipt of tributary flows with
higher runoff. The Hunza and Gilgit rivers contribute
runoffs between 700 and 800 mm and nearly double
the runoff rate in the overall Indus catchment below
the confluence. Further high runoff enters from the
Astore and from the neighbouring tributaries. The
lowland Bara (108 mm) and Brandu (298 mm) rivers
present a strong contrast to the neighbouring River
Swat, with lower rainfall, higher evaporation and a
very small or non-existent contribution from melting
snow and ice during the summer.
There is considerable variation in the monthly
and annual runoff even where there a single runoff
mechanism predominates. Thus in the high moun-
tain catchments dominated by glacier melt there is
a range from 168 mm for the Shyok to 974 mm for
the neighbouring Shigar. The individual behaviour
of catchments depends on local exposure to
precipitation-bearing winds
Where monthly runoff is considered as a percen-
tage of annual runoff, the contrast between catch-
ments at high altitudes and with large glacier cover
and those with lower mean elevations is emphasised.
Thus the Shyok and Hunza have the lowest
percentages of annual flow occurring during the
winter months and the slowest arrival of the spring
melt. However, in contrast they have the greatest
concentration of their annual flow in the two summer
months of July and August with approximately 60%
during these two months. There is a progressive
decrease to below 50% in these two months down
river to Besham and concomitant increases in
percentage in late spring and early summer.
Rivers Swat and Astore have further summer
percentage decreases to around 40% of annual total in
July and August and much greater sustained flow
during the winter months.
Low-level stations of Bara, Siran and Brandu have
a seasonal distribution that more closely reflects the
seasonal distribution of rainfall, with highest percen-
tages during the spring months.
Consideration of the regional variation in runoff
and its seasonal distribution suggests strong contrasts
D. Archer / Journal of Hydrology 274 (2003) 198–210202
between high altitude basins dominated by melt from
glaciers and permanent snowfields and those of lower
mean altitude where runoff is predominantly from
melt of seasonal snowpacks. The regime of foothill
catchments is also clearly influenced by both winter
and monsoon precipitation.
5. Analysis
The primary objective of this study is to assess the
existence and strength of linkages between seasonal
climate and streamflow parameters and whether they
vary systematically through the region. Of critical
practical importance is whether precipitation and
energy inputs at valley locations can reasonably
represent and predict runoff from large basins at
higher elevation and at some considerable distance
from the climate station. In the first instance three key
catchments have been chosen for analysis on the basis
of the reported reliability of the flow record and
the proximity of a climate station with a record
coinciding in time with the streamflow record.
Analysis is then repeated for other gauged catchments
for which climate station is more distant, to confirm
the relationships established for the key catchments
and to aid interpretation of regional patterns of flow
regime. Further regression analysis is then carried out
between current monthly runoff and precipitation and
temperature and monthly serial correlation within the
runoff record
5.1. Three key catchments
The three catchments chosen for exploratory
analysis are the River Astore at Doyien, the River
Hunza at Dainyor Bridge and the River Khan Khwar
at Karora (Table 1 and Fig. 1). The River Hunza at
Dainyor Bridge represents the moderately high runoff
catchments in the centre of the Karakoram where a
significant proportion of the flow is derived from
glacier melt. It has good and lengthy records of
streamflow and the temperature and rainfall record at
Gilgit just outside the basin has been used for testing
runoff controls. The River Astore at Doyien represents
the high runoff catchments on the southern margin of
the Karakoram Himalaya and has coincident records
of temperature and rainfall from the town of Astore
within the catchment. The River Khan Khwar
represents catchments of the southern margins of
Table 3
Monthly runoff (mm) for gauging stations in northern Pakistan
River Station Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Year
Shyok Yugo 2.2 1.9 1.8 1.8 3.9 18.1 51.0 54.0 21.0 6.4 3.6 2.7 168.3
Indus Kharmong 3.8 3.2 3.7 5.4 17.8 42.7 48.5 41.8 20.2 8.3 5.2 4.4 204.9
Shigar Shigar 10.5 10.1 11.5 12.4 30.8 124.5 293.7 286.0 133.9 31.7 17.2 11.7 973.9
Indus Kachura 3.4 2.9 3.2 4.3 13.4 35.1 56.9 54.2 24.6 8.9 5.4 4.2 216.3
Hunza Dainyor 9.2 7.6 7.8 10.5 32.0 110.1 224.2 219.6 91.9 29.3 13.9 10.6 766.7
Gilgit Gilgit 13.0 10.3 10.2 12.1 43.6 143.0 189.0 142.6 69.9 30.8 19.3 15.5 694.7
Gilgit Alam Br 11.4 9.0 9.4 12.0 38.4 125.4 205.7 183.5 81.2 31.0 17.2 13.5 737.9
Indus Partab Br 6.3 5.2 5.7 7.1 20.6 63.4 103.0 97.5 42.3 15.5 9.2 7.4 383.3
Chitral Chitral 16.4 13.3 14.6 19.4 40.1 101.0 172.5 158.4 77.2 34.9 23.0 19.2 690.0
Astore Doyian 22.1 18.2 20.1 37.0 124.1 257.0 292.5 186.9 89.3 45.8 31.5 25.6 1150.0
Swat Kalam 20.1 16.5 21.6 57.3 164.0 323.1 353.2 234.0 105.7 47.6 29.5 23.5 1395.9
Swat Chakdara 19.7 21.6 51.3 96.2 143.9 205.4 211.6 147.6 66.1 35.8 23.9 21.7 1044.8
Kunhar Naran 25.2 19.1 20.0 28.5 90.4 271.5 396.8 228.7 102.2 52.4 35.2 28.6 1290.4
Kunhar Garhi HK 26.0 25.4 46.5 103.1 201.0 307.6 274.0 166.4 81.6 47.8 34.2 29.1 1337.4
Khan K Karora 30.5 44.7 142.5 189.1 136.7 87.7 134.7 131.2 66.2 47.2 31.9 29.1 1071.6
Siran Phulra 24.5 36.5 86.9 93.2 65.1 36.5 82.2 86.1 43.1 28.0 18.3 21.2 621.6
Brandu Daggar 17.6 18.6 35.0 25.2 18.0 16.1 36.1 49.6 29.1 21.8 17.2 16.6 298.2
Indus Shatial Br 5.7 4.7 4.9 6.7 20.7 58.0 90.1 78.0 38.6 14.2 8.4 6.6 338.4
Indus Besham 6.1 5.3 6.9 11.3 28.5 67.9 101.5 89.6 39.1 15.0 8.9 7.1 387.3
Bara Jhansi Post 5.6 3.8 8.4 21.4 19.5 10.2 9.7 9.8 6.6 5.2 3.9 3.8 107.8
D. Archer / Journal of Hydrology 274 (2003) 198–210 203
the Karakorams without glaciers and with limited
snow cover in winter and with flow predominantly
dependent on winter and monsoon rainfall. It has a
streamflow record at Karora from 1975 to 1995 and a
nearby rainfall record at Besham. The nearest
available temperature record is from Astore.
Regression analysis has been performed between
annual and seasonal streamflow and annual and
seasonal rainfall and temperature to establish what
are the main controlling factors in runoff. Correlation
coefficients between annual seasonal and monthly
streamflow and seasonal precipitation and temperature
are shown in Table 4 for the three catchments.
Significance levels are shown as italic (0.05) and
bold (0.01)
Inspection of these tables shows strong contrasts
between the catchments:
1. Annual runoff is significantly correlated with
annual precipitation for the Astore (r ¼ 0.75) and
for the Khan Khwar (r ¼ 0.59) but not for the
Hunza (r ¼ 20.17) which, in contrast, shows
significant positive correlation with both winter
and summer temperature.
2. There is significant correlation between summer
(July to September) mean temperature and stream-
flow (highest r is 0.70) for the Hunza at Dainyor. In
contrast for the Astore there is no significant
correlation between summer temperature and
streamflow (highest r is 0.24 and negative).
Similarly as anticipated, there is no significant
correlation between seasonal temperature and
streamflow for Khan Khwar.
3. A quite different pattern emerges for rainfall. At
Astore summer runoff is well predicted by
precipitation over the full winter accumulation
period (Oct to Jun: r ¼ 0.88) or by component
parts of the season; maximum monthly and even
maximum daily flow have a significant positive
correlation with winter precipitation. In contrast
at Dainyor there is no significant correlation
between winter and spring precipitation and
runoff. The Khan Khwar shows positive corre-
lation between winter precipitation and annual
runoff and with spring runoff. Although October
to March precipitation and April to September
runoff are significantly correlated (r ¼ 0.53),
linkages to summer months are weak, indicating
little persistence of snowmelt into these months.
4. For the Hunza there is a significant inverse
relationship between summer (Jul–Sep) precipi-
tation and annual, seasonal and maximum
monthly streamflow (highest r value is 20.49).
This is presumably because summer precipi-
tation and associated cloudiness at high altitudes
reduces energy input for ablation and sub-
sequently increases albedo from new snow. For
the Khan Khwar in contrast the correlation
coefficients are positive but of low significance,
in this case from the direct influence of
monsoon rainfall on summer flow. Summer
precipitation and runoff appear unrelated for
the River Astore.
5. Strong and somewhat puzzling contrasts occur in
the association between winter and spring
temperature (Jan–Jun) and summer runoff. For
the Astore the relationship is inverse
(r ¼ 20.60) whilst for the Hunza it is positive
(r ¼ 0.48).
It is concluded that for the River Astore, summer
flow from July to September when more than 40% of
the annual flow occurs, as well as the longer ablation
season from April to September, is predetermined by
conditions during the preceding winter. Not only is it
positively related to the winter precipitation but
inversely related to the winter temperature. Conver-
sely, neither the monsoon precipitation nor the
temperature appears to have any impact on the flow
during that season. Although the rainfall station at
Astore is only at 2400 m altitude it appears to give a
satisfactory representation of the amount and seasonal
variation over the whole catchment, which ranges up
to over 8000 m in Nanga Parbat.
For the River Hunza with a higher mean elevation
and with a greater proportional contribution of glacier
melt to runoff than the River Astore, summer runoff is
unrelated to winter precipitation but depends largely
on the energy input, represented by temperature, for
the current season. Although the Gilgit climate station
is at an elevation of only 1460 m and at the boundary
of the catchment, the level of correlation suggest that
it gives a reasonable representation of the temperature
conditions over higher elevations where ablation
occurs and most runoff originates. Its representation
of catchment precipitation is more open to question.
D. Archer / Journal of Hydrology 274 (2003) 198–210204
The much lower levels of correlation for the Khan
Khwar with respect to temperature indicate the much
smaller contribution to runoff from melting snow.
However, the annual runoff is more influenced by
winter and spring precipitation than by monsoon
rainfall.
5.2. Regional regression analysis
Regression analysis has been repeated for catch-
ments covering a wider range of size and orientation,
to establish to what extent the pattern of relationships
in the three key catchments represents broader
Table 4
Annual and seasonal correlation coefficients between streamflow. a. River Hunza (1980–98) and rainfall and temperature (Gilgit). b. River
Astore (1982–97) and rainfall and temperature (Astore). c. Khan Khwar (1976–95) and rainfall (Besham) and temperature (Astore)
Climate period Flow period
Jan–Dec Apr–Sep Jul–Sep Max month Max day
a. River Hunza at Dainyor Bridge
Precipitation at Gilgit
Jan–Dec 20.17 20.18 20.28 20.25 20.21
Oct–Jun 0.06 0.07 0.04 0.11 20.02
Oct–Mar 0.03 0.05 0.03 0.09 20.06
Jan–Mar 0.15 0.16 0.13 0.15 20.04
Jan–Jun 0.03 0.04 0.01 0.06 20.06
Jul–Sep 20.47 20.49 20.49 20.47 20.07
Temperature at Gilgit
Jan–Jun 0.59 0.58 0.48 0.46 0.28
Jul–Sep 0.62 0.64 0.70 0.67 0.44
Apr–Sep 0.63 0.64 0.64 0.65 0.44
b. River Astore at Doyien
Precipitation at Astore
Jan–Dec 0.75 0.76 0.74 0.73 0.49
Oct–Jun 0.79 0.81 0.88 0.80 0.55
Oct–Mar 0.66 0.66 0.75 0.58 0.38
Jan–Mar 0.71 0.71 0.70 0.59 0.34
Jan–Jun 0.78 0.80 0.80 0.77 0.51
Jul–Sep 0.04 20.02 20.12 20.03 20.10
Temperature at Astore
Jan–Jun 20.39 20.39 20.60 20.47 20.43
Jul–Sep 20.12 20.12 20.17 20.17 20.24
Apr–Sep 20.23 20.23 20.37 20.30 20.32
c. Khan Khwar at Karora
Precipitation at Besham
Jan–Dec 0.59 0.36 20.07 0.35
Oct–Jun 0.59 0.31 20.21 0.40
Oct–Mar 0.54 0.53 0.30 0.35
Jan–Mar 0.57 0.32 20.20 0.28
Jan–Jun 0.61 0.36 20.15 0.34
Jul–Sep 0.29 0.42 0.39 0.35
Temperature at Astore
Jan–Jun 20.29 20.16 0.21 20.01
Jul–Sep 20.02 0.01 0.22 0.13
Apr–Sep 20.10 20.02 0.27 0.12
Bold figures: significance 0.01. Italic: significance 0.05.
D. Archer / Journal of Hydrology 274 (2003) 198–210 205
regional patterns of runoff regime. A selection of
results is presented in Fig. 2 with respect to (a) the
relationship between winter precipitation (Oct–Mar)
and summer runoff (Jul–Sep) and (b) between
summer temperature and runoff. Because of the
greater distance between climate stations and the
catchments, relationships were tested for different
climate records and the best selected. The emphasis is
on regression and prediction of summer runoff
because of its practical significance for water resource
use in the lower Indus. Three distinct groupings of
catchments emerge that largely correspond with the
key catchments above.
1. High elevation catchments where the summer
runoff is predominantly influenced by summer energy
input. Three catchments fall distinctly into this group-
ing, the contiguous Karakoram catchments of Hunza,
Shyok and Shigar with significant correlation coeffi-
cients greater than 0.65 between summer temperature
and runoff. The Indus at Kachura, which is below the
confluence with Shyok and Shigar, shows less strongly
the influence of summer energy inputs (r ¼ 0.48); flow
in the upper Indus falls in a quite different regime. The
two gauging stations on the River Swat at Kalam and
Chakdara also have moderate correlation levels
between summer temperature and runoff.
2. Catchments where summer runoff is predomi-
nantly conditioned by winter and spring precipitation.
The Kunhar adjacent to the Astore shows a similar
runoff regime in spite of its opposite orientation to the
Astore. Both gauged catchments at Naran and Ghari
Habibullah have correlation coefficients between
winter precipitation and summer runoff greater than
0.65. For the southward flowing Swat the correlation
for October to March is moderate but where the spring
months are included (Oct– Jun) the correlation
coefficients rise above 0.60. Perhaps most surprising
in this group is the Upper Indus at Kharmong with
Fig. 2. Correlation between runoff (July to September) and (a) rainfall (October to March) and (b) temperature (July to September).
D. Archer / Journal of Hydrology 274 (2003) 198–210206
a catchment area of 72,500 km2 and a very high mean
elevation, where the relationship with a precipitation
record outside its boundary is as strong as for the
River Astore. Although the river rises far to the east
on the Tibetan Plateau and drains the eastern
Karakoram and Zanskar and Ladakh Ranges, the
southern part of the catchment drains the northern
slopes of the Greater Himalaya and this appears to
exert the strongest influence on the runoff regime. In
spite of draining the western Karakoram adjacent to
the Hunza, the Gilgit River also falls in this group and
shows little influence of summer temperature. All
these stations (like the Astore) show negative
correlations between winter temperature and summer
runoff, the highest for the Kunhar at Naran
(r ¼ 20.79) and no significant correlation between
summer precipitation and runoff.
3. Southern foothill catchments influenced directly
by winter and monsoon rainfall. The Siran River, like
the Khan Khwar, has a moderate correlation coeffi-
cient between summer precipitation and runoff but
otherwise the only significant correlations are
between winter and annual rainfall and annual runoff.
The neighbouring River Brandu at Daggar has no
significant correlation for any period and data error is
strongly suspected. Similarly no significant corre-
lation was found for the River Chitral.
5.3. Monthly correlation of runoff with rainfall
and temperature
The variation in streamflow regimes is further
investigated with reference to the relationship
between runoff and the precipitation and temperature
for the current month. Analysis is again limited to the
three key stations. Results are shown in Table 5.
This table shows again the striking contrast
amongst the three hydrological regimes. For the
River Hunza for the ablation period, April to
September, each month (with the surprising exception
of June) shows strong correlation with temperature.
The equivalent relationships for the River Astore and
Khan Khwar are poor or non-existent. For the River
Astore neither current precipitation nor temperature
has good correlation with the exception of May
for temperature when snow at lower levels is melted.
For the Khan Khwar there is a moderate positive
correlation between precipitation and runoff through
the year and a weak negative correlation with
temperature.
5.4. Serial correlation
Where climate provides a limited guide to future
runoff, the internal statistical properties of the runoff
series may be used as a basis for prediction and as a
further means of distinguishing flow regimes. Serial
correlation establishes the relationship (if any)
between runoff in the current month and runoff in
the previous month (Lag 1) or in n months previous
(Lag n). Monthly serial correlation coefficients are
shown in Table 6 for Lag 1–Lag 3 again for the three
key catchments.
For the River Astore serial correlation is very high
for Lag 1–Lag 3 through the winter months from
October to March with recession dependent on storage
Table 5
Correlation between streamflow and temperature and precipitation for the current month for the Rivers Hunza, Astore and Khan Khwar
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Yr
River Hunza
Rain 20.22 0.27 20.25 0.04 20.27 0.19 20.13 20.33 20.16 0.05 0.14 0.01 20.17
Temp 0.44 20.14 0.01 0.63 0.75 0.15 0.78 0.81 0.52 0.24 0.11 0.38 0.69
River Astore
Rain 0.26 0.09 0.26 0.21 20.26 0.26 0.01 20.22 0.39 20.05 20.04 0.25 0.70
Temp 20.15 20.11 0.05 0.14 0.61 0.28 20.25 20.04 0.36 20.23 0.46 0.41 20.23
Khan Khwar
Rain 0.31 0.56 0.61 0.32 0.44 0.33 0.33 0.40 0.58 0.72 0.04 0.29 0.59
Temp 20.44 0.20 20.52 20.18 20.16 20.41 0.42 20.06 20.12 20.59 0.08 20.15 20.07
Bold figures: significance 0.01. Italic: significance 0.05.
D. Archer / Journal of Hydrology 274 (2003) 198–210 207
at the end of the previous summer. There is a
discontinuity in April and May in the changeover
period from accumulation to ablation (though coeffi-
cients remain positive). Then moderately high serial
correlation coefficients are re-established during the
melt period and persist into the subsequent recession.
High summer serial correlation seems to imply a
greater dependence on initial snow cover than on the
prevailing temperatures for melt during the summer
months.
Monthly serial correlation coefficients are not
nearly so high on the River Hunza as they are on
the River Astore but they are with one exception
positive for all months for Lag 1–Lag 3. Again for
Lag 1 the best serial correlation is during the winter
recession period from November to March and then
during the summer from June to August. However,
the correlation weakens sharply at Lag 2 and 3. Again
there are sharp discontinuities in correlation in the
change over months from accumulation to
ablation (May) and from ablation to accumulation
(September).
Monthly serial correlation coefficients are gener-
ally lower for Khan Khwar than for either the River
Hunza or Astore. The best serial correlation is again
during the recession period from November extend-
ing to June but also affected by snow melt from
higher parts of the catchment. There is a sharp break
with negative correlations between June and July and
there is little serial correlation during the summer
monsoon period.
In general, correlation is high between sequences
of months where the controlling factor on runoff
remains unchanged, for example during periods of
recession, when the relationship depends on ground-
water and glacier storage decay. Similarly during a
summer melt season where the flow depends on the
initial catchment snow water equivalent available for
melt, reasonable serial correlation may be expected.
Where runoff is driven entirely by liquid precipitation
on the catchment, the serial correlation can be
expected to be low. Serial correlation in the driving
factors of precipitation and temperature was not
investigated.
6. Discussion and conclusions
High mountain regions are characterised by
altitudinal variations in the contribution of rainfall,
snowmelt and glacier melt to runoff (Wohl, 2000),
resulting in quite different hydrological regimes.
Collins and Taylor (1990) note that for alpine
catchments the ratio of summer to annual runoff
increases, the occurrence of maximum monthly runoff
is delayed and inter-annual variability is reduced
with increasing glacierised proportion of the catch-
ment. These are also features of the Upper Indus.
Table 6
Monthly serial correlation coefficients for lag 1 to lag 3 (a) River Hunza, (b) River Astore, (c) Khan Khwar
Lag Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Yr
River Hunza
1 0.57 0.93 0.76 0.45 0.16 0.60 0.63 0.68 0.24 0.42 0.57 0.62 0.29
2 0.54 0.36 0.70 0.40 0.01 0.10 0.33 0.55 0.01 0.03 0.14 0.22
3 0.18 0.09 0.24 0.47 0.19 0.15 0.18 0.18 0.29 0.24 20.04 0.01
River Astore
1 0.98 0.98 0.91 0.39 0.65 0.33 0.64 0.79 0.63 0.86 0.93 0.96 0.33
2 0.91 0.83 0.88 0.44 0.25 0.10 0.10 0.57 0.56 0.49 0.80 0.87
3 0.84 0.89 0.85 0.44 0.33 0.52 0.15 20.08 0.52 0.68 0.44 0.82
Khan Khwar
1 0.59 0.77 0.67 0.65 0.72 0.76 20.18 0.34 0.21 0.35 0.59 0.80 0.56
2 0.47 0.19 0.75 0.50 0.40 0.68 20.10 20.05 0.30 20.36 0.33 0.52
3 0.33 0.46 0.46 0.52 0.28 0.42 20.07 0.08 0.59 20.07 20.32 0.37
Bold figures: significance 0.01. Italic: significance 0.05.
D. Archer / Journal of Hydrology 274 (2003) 198–210208
Alford (1992) suggests that annual variations in runoff
in the Karakoram probably depend primarily on
melting rates in summer and that a sunny summer
can be expected to give higher runoff at the expense of
glacier storage. In contrast he indicates that runoff
from the sub-alpine zone south of the Karakoram
Range ought to be bigger after an unusually snowy
winter. However, the level and spatial variation of the
climate runoff relationships have not previously been
defined.
In this analysis simple linear regression for the
three key catchments indicates the different controls
on seasonal river flow, whilst regional application of
the same procedures permits the broad spatial
definition of the catchments over which given climatic
controls predominate.
1. High altitude Karakoram catchments with large
glacierised proportion (Hunza, Shigar and Shyok)
have summer and annual runoff that is strongly
dependent on concurrent energy input represented
by seasonal temperature.
2. Middle altitude catchments south of the Kara-
koram (Astore, Kunhar and Swat) have summer
flow predominantly defined by preceding winter
precipitation. However, the Gilgit and the Indus
above the Shyok confluence also show the same
winter precipitation control.
3. Foothill catchments (Khan Khwar and Siran)
have a runoff regime that is controlled mainly
by liquid precipitation, predominantly in winter
but also during the monsoon.
All the gauged catchments are large and cover a
wide altitudinal range. Whilst local runoff controls
must vary within such catchments, most catchments
as a whole show strong predominance of a single
control. However, the Indus at Kachura below the
Shyok and Shigar confluences shows the joint
influences of winter precipitation and summer tribu-
taries characterised by its tributaries. Subsequent
downstream stations on the main Indus stem were
not analysed but are expected to show the same mixed
relationships. The two River Swat gauging stations
also show the mixed control of summer energy input
and winter precipitation. This analysis suggests
that seasonal forecasts of Indus inflow to Tarbela
Reservoir can be achieved by multiple regression or a
more detailed modelling approach.
De Scally (1994) found that in the Kunhar basin
low elevation snow courses were as useful for
forecasting as data from remote high elevation sites.
These results also suggest that standard measurements
of temperature and predominantly liquid precipitation
made at low level valley stations can provide a basis
for forecasting seasonal runoff even when they are at
some distance from the catchment being modelled.
However, it is noted that the station at Astore which is
higher in elevation sometimes provide marginally
better correlations than stations at Gilgit and Skardu
even when these are in closer proximity to the
catchment. A network of more than 20 automatic
weather stations established in the 1990s at elevations
ranging up to 4700 m (Kunjerab Pass) may ultimately
prove more effective for seasonal forecasting (Hewitt
and Young, 1993). Nevertheless problems remain
with the reliability of automatic measurement of snow
(as opposed to liquid precipitation at lower
elevations).
The results have practical consequences for flow
forecasting on the River Indus. They show that
precipitation measurements at standard valley climate
stations can be used as a basis for forecasting the
volume of flow originating in the upper Indus and the
Rivers Astore, Swat and Jhelum with a lead-time of
three months or more. However, flow originating in
high altitude snowfields and glaciers of the Kara-
koram is little dependent on snow-covered area.
Control of runoff by the energy balance as indexed
by temperature of the current season implies that
seasonal flow forecasting from this region will be
more appropriately based on statistical properties of
the time series including serial correlation. The strong
serial correlation during the seasonal hydrograph
recession in winter may be used as a basis for low
flow forecasting. Differing hydrological regimes over
the mountains of northern Pakistan must be taken into
account in the planning, design, management and
operation of water resources of the River Indus.
The availability of daily temperature and precipi-
tation from the early twentieth century for Gilgit and
Skardu and other stations further south suggests that
generation of historic flow records for major Indus
tributaries may be possible.
D. Archer / Journal of Hydrology 274 (2003) 198–210 209
Acknowledgements
The work was carried out whilst the author was a
volunteer with Voluntary Service Overseas (VSO)
and employed by the German Agency for Technical
Development (GTZ). The author wishes to thank
colleagues of both agencies for the opportunity and
their support. Particular thanks are due to GTZ
counterpart Dr Juan Jose Victoria, and to Messrs
Numan and Ahsan for their careful digitisation of
hardcopy daily records.
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