Thursday, 14 July 2016

12 JUL 1970 ALAKNANDA FLOODS DEVASTATION 

Recent and past floods in the Alaknanda valley: causes and consequences

Article (PDF Available)inCurrent science 105(9):1209-1212 · November 2013with165 Reads
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Abstract
Uttarakhand Himalaya in general and Alaknanda and Bhagirathi valleys in par-ticular have experienced one of the worst forms of disaster in recent times (Figure 1). Flash floods are common in the Himalaya, but the kind of destruction witnessed this time was unparalleled in recent history. Houses collapsed like a pack of cards and the roads and bridges swept away in the turbulent flood waters. Probably the worst causality of the cen-tury was the destruction of Kedarnath valley. According to the data published in various national dailies, nearly 4000 people were either killed or lost, 2232 houses were damaged, 1520 roads in dif-ferent parts of Garhwal were badly dam-aged and about 170 bridges have been washed away. According to economists, the tourism industry in Uttarakhand will suffer a loss of ~12,000 crore rupees, which is around 30% of the state's GDP. Over the years increased frequency and magnitude of flash floods in Uttara-khand Himalaya is worrying the inhabi-tants. Was it due to the commercial forest felling that was prevalent until around 1980s, or the recent rampant ter-rain tampering for hydropower projects? In order to appreciate the sensitivity of the terrain towards unusual weather events like cloudburst, let us look into the genesis of two major flash floods, viz. 26 August 1894 and 20 July 1970. These floods are reasonably well docu-mented 1–5 . The 1894 flood occurred well before the commercial forest felling ex-tended into the inner catchments of the Alaknanda, whereas the 1970 event oc-curred when the commercial forest fell-ing was at its peak in the Alaknanda valley. However, both floods owe their genesis to the breaching of dams created by landslides on the tributaries of the Alaknanda river, a common geomorphic expression during unusual rainfall events in the monsoon-dominated Himalaya 1,3 . On 6 September 1893, a tributary of the Alaknanda river called Birahi Ganga (Figure 1) was blocked by ~5000 million tonnes of rock mass that rolled from 900 m high valley flank. The debris blocked the river forming a lake 270 m high, 3 km wide at the base and 600 m wide at the summit 1,2 . It was estimated that the lake would have taken at least a year to fill. The dam would partially breach only after the water began to top-ple it, which would cause flash floods in the downstream till Haridwar. The untiring efforts of Pulford, the then superintending engineer and his team, particularly Pandit Hari Krishen Pant (district surveyor of Garhwal), helped to meticulously estimate the magnitude of downstream inundation. An excellent telegraph system was installed between Birahi Ganga and Haridwar for real-time monitoring and timely warning of the flood. Around May 1894, pilgrim traffic on the way to Kedarnath and Badrinath was diverted to the new pedestrian route

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COMMENTARY
CURRENT SCIENCE, VOL. 105, NO. 9, 10 NOVEMBER 2013
1209
Recent and past floods in the Alaknanda valley: causes and
consequences
Naresh Rana, Sunil Singh, Y. P. Sundriyal and Navin Juyal
Uttarakhand Himalaya in general and
Alaknanda and Bhagirathi valleys in par-
ticular have experienced one of the worst
forms of disaster in recent times (Figure
1). Flash floods are common in the
Himalaya, but the kind of destruction
witnessed this time was unparalleled in
recent history. Houses collapsed like a
pack of cards and the roads and bridges
swept away in the turbulent flood waters.
Probably the worst causality of the cen-
tury was the destruction of Kedarnath
valley. According to the data published
in various national dailies, nearly 4000
people were either killed or lost, 2232
houses were damaged, 1520 roads in dif-
ferent parts of Garhwal were badly dam-
aged and about 170 bridges have been
washed away. According to economists,
the tourism industry in Uttarakhand will
suffer a loss of ~12,000 crore rupees,
which is around 30% of the state’s GDP.
Over the years increased frequency
and magnitude of flash floods in Uttara-
khand Himalaya is worrying the inhabi-
tants. Was it due to the commercial
forest felling that was prevalent until
around 1980s, or the recent rampant ter-
rain tampering for hydropower projects?
In order to appreciate the sensitivity of
the terrain towards unusual weather
events like cloudburst, let us look into
the genesis of two major flash floods,
viz. 26 August 1894 and 20 July 1970.
These floods are reasonably well docu-
mented
1–5
. The 1894 flood occurred well
before the commercial forest felling ex-
tended into the inner catchments of the
Alaknanda, whereas the 1970 event oc-
curred when the commercial forest fell-
ing was at its peak in the Alaknanda
valley. However, both floods owe their
genesis to the breaching of dams created
by landslides on the tributaries of the
Alaknanda river, a common geomorphic
expression during unusual rainfall events
in the monsoon-dominated Himalaya
1,3
.
On 6 September 1893, a tributary of
the Alaknanda river called Birahi Ganga
(Figure 1) was blocked by ~5000 million
tonnes of rock mass that rolled from
900 m high valley flank. The debris
blocked the river forming a lake 270 m
high, 3 km wide at the base and 600 m
wide at the summit
1,2
. It was estimated
that the lake would have taken at least a
year to fill. The dam would partially
breach only after the water began to top-
ple it, which would cause flash floods
in the downstream till Haridwar. The
untiring efforts of Pulford, the then
superintending engineer and his team,
particularly Pandit Hari Krishen Pant
(district surveyor of Garhwal), helped to
meticulously estimate the magnitude of
downstream inundation. An excellent
telegraph system was installed between
Birahi Ganga and Haridwar for real-time
monitoring and timely warning of the
flood. Around May 1894, pilgrim traffic
on the way to Kedarnath and Badrinath
was diverted to the new pedestrian route
Figure 1. Map showing the Alaknanda and Bhagirathi valleys; red polygons show the
approximate location of flood damage.
Figure 2. Gohna lake during early 1930 (a) and 2008 (b).
Page 1

COMMENTARY
CURRENT SCIENCE, VOL. 105, NO. 9, 10 NOVEMBER 2013
1210
which was constructed much above the
anticipated flood level. Similarly, eight
suspension bridges between Chamoli and
Haridwar were dismantled in order to
protect them from being washed away
from the anticipated flood. As predicted,
on 25 August 1894, water began to
trickle over the dam and at midnight the
dam was partially collapsed, sending
flood surges downstream. The flood
lasted until the morning of 26 August
causing unprecedented damage to the
property around Srinagar town; however,
no loss of life was reported.
During July 1970 (after 76 years), the
Alaknanda valley witnessed the second
major flood. This was attributed to a
cloudburst on the night of 20 July 1970,
on the southern mountain front in the
Alaknanda valley (between Joshimath
and Chamoli). According to an estimate,
flood transported about 15.9 × 10
6
tonnes
of sediment within a day
6
. The catastro-
phe was so large that it wiped out the
leftover of the 1894 Gohna lake (Figure
2). In addition, a roadside settlement
between Pipalkoti and Helong called
Belakuchi in the Alaknanda valley was
washed away along with a convoy of 30
buses by the roaring Alaknanda river.
However, around 400 pilgrims en route
to Badrinath were saved due to the alert-
ness of a police constable who guided
them to run uphill
7
. Besides, 13 bridges
were swept away and far away at Harid-
war, around 10 km stretch of the Ganga
canal was clogged with sediment and
uprooted trees. This time again Srinagar
town had to bear the brunt, virtually the
lower town was completely destroyed by
the flood.
This flood was widely debated in the
country. There were people who were of
the opinion that it was independent of
deforestation. According to them, defor-
estation in the Himalaya has a trivial
effect on erosion, run-off and thus flood-
ing. Although in minority, there were
groups of people particularly the local
inhabitants, who strongly believed that
the flood owed its genesis to the large-
scale commercial forest felling in the
preceding years. In fact, recent scientific
studies support the suggestion that flood
and deforestation in the Alaknanda
valley are closely related
3,4
. The 1970
Alaknanda flood was responsible for
raising the ecological consciousness of
the people that finally resulted in the
birth of the now world-famous Chipko
movement in 1973 (ref. 3).
Figure 3. a, Profile taken along the left bank of the Alaknanda river at Srinagar indicat-
ing the highest flood levels (HFLs) measured using differential GPS. b, Photograph o
f
ITI building partially buried under mud. c, Photograph shows the HFL of 1970 and 2013
floods near ITI Srinagar (Garhwal).
Figure 4. a, Cross profile from river bed to Bhainswara village showing HFLs, b, Pho-
tograph of past 600 year flood deposit at Bhainswara. Dotted yellow line shows the
height of the 1970 flood. c, Sediment deposited after the June 2013 flood (photograph
taken on 20 June 2013). Note that the 2013 flood deposit over topped (~4 m) the 1970
flood sediment.
Page 2

COMMENTARY
CURRENT SCIENCE, VOL. 105, NO. 9, 10 NOVEMBER 2013
1211
Figure 5. Extent of flood inundation around Srinagar (marked with red dashed line).
Summarizing the above incidences, it
can be suggested the flood of 26 August
1894 was a natural landslide-induced
dam burst phenomenon and hence antici-
pated well in advance thus precious lives
were saved. On the contrary, the 1970
Alaknanda flood which caused large-
scale damage to the life and property was
undoubtedly conditioned by the large-
scale commercial forest felling (anthro-
pogenically induced); hence we failed to
predict it.
Geological evidences of past floods
(e.g. slack water and palaeoflood deposits)
are scanty; however, in some sheltered
locations around Srinagar, Bhainswara
and Devprayag (Figure 1), at least 1000-
year-old history of floods in the Alak-
nanda valley can be reconstructed
4,5,8
.
Wasson et al.
5
concluded that during the
last 600 years, the floods were an out-
come of the natural dam bursts in the
upper Alaknanda catchment and the 1970
event was the highest in magnitude. But
this record seems to have been broken by
the recent flood. It was found that (i) the
16 June 2013 flood deposits invariably
overlie the 1970 flood sediment and
occur at an elevation of 536 m at ITI to
516 m at Bhainswara (Figures 3 and 4),
implying that June 2013 flood was the
highest in the Alaknanda valley at least
during the last 600 years. (ii) Flood
sediments are incised into two surfaces,
e.g. at Bhainswara before the Alaknanda
river attained its pre-flood base level,
implying that the flood peak receded in
two distinct pulses (Figure 4). On the
basis of field observations, the vertical
and lateral extent of flood is prepared
(Figure 5), which can be used as a refer-
ence map for preventing any construc-
tional activity below this zone in a fast-
growing Srinagar town.
According to Wasson et al.
5
all of the
large floods in the Alaknanda river
catchment appear to be the result of land-
slide dam bursts rather than glacial lake
bursts, and these are likely to continue
and possibly worsen as the monsoon
intensifies over the next century. The
floods generated by the breaching of
landslide-induced dams carry large
amounts of sediment that may dominate
the sediment yield in the Himalaya
9
. Ac-
cording to Korup
10
, the sediment yield
associated with the breaching of land-
slide dams is second only to post-
volcanic eruption yields, but is greater
than yields from glacier lake outburst. The
past floods (at least 1894 and 1970) were
associated with landslide-induced dam
breaching; the current flood does not
seem to fit into such a conventional cate-
gory. It has now been demonstrated
3,4
that deforestation coupled with cloud-
burst in the upper Alaknanda catchment
was the major factor responsible for the
1970 flood. Commercial deforestation in
the region is banned since 1980; hence
deforestation cannot be implicated for
the recent flood. If the rivers were not
blocked by landslide dams, because
breaching of such dams not only sends
short-lived, high-intensity flood surges,
but also transports enormous sediment
load into the lower reaches
9,10
, how was
such a large quantity of sediment flushed
by the Alaknanda river during 16 and 17
June 2013? In case of the upper catch-
ment of the Mandakini valley (around
Kedarnath) natural pile of sediment was
available, which was left by the receding
glaciers (moraines). When the cloudburst
occurred, the sediments dominated by
glacier boulders were lifted by the high-
density water flow and transported down
the valley towards the temple town de-
stroying everything on its way. Shall we
blame the debris flow or the obstruction
caused by the recent pattern of construc-
tion that mushrooms around the temple?
Over the years we have occupied every
space for making commercial settlement
around the temple defying the law of the
nature. Figure 6
a shows how the Kedar-
nath valley looked during 1882 (ref. 11).
When we compare it with the 2008 pho-
tograph, one can see the large number of
commercial settlements in the Kedarnath
valley (Figure 6
b). Coming back to the
Alaknanda valley, in absence of large-
scale landslides during the recent flood
and the glacier deposits located far up in
the rain-shadow zone, it is pertinent to
speculate that the sediments were locally
generated by unnatural processes. Ac-
cording to an estimate, nearly 11,100 km
of road has been constructed during
2000–2012 (ref. 12) and currently 45
hydropower projects are operational and
Page 3

COMMENTARY
CURRENT SCIENCE, VOL. 105, NO. 9, 10 NOVEMBER 2013
1212
Figure 6. View of Kedarnath valley during (a) 1882 and (b) 2008.
199 are at various stages of develop-
ment
13
. Considering the extent of
human interference, it is likely that the
terrain sustainability is precariously bal-
anced. A minor perturbation would have
been enough to generate a cascading ef-
fect on the terrain instability. And the
impetus was given by the unusual rain
during 16 and 17 June 2013, which
caused the Himalaya to respond violently
against the unscientific human interfer-
ence.
Let us not blame nature alone; unusual
rainfall events have been taking place in
the Himalaya. But the Himalaya has not
witnessed such clogging of its rivers by the
concrete structures. Not only this, the re-
peatedly damaged banks (during 1894 and
1970 flash floods) have been reoccupied at
most of the places. In the past nature
warned us not to venture into areas that
are flood-prone. But we greed ignored
such warnings; we occupied the river
banks and had to pay dearly this time. It
was nature’s fury indeed to begin with,
however, the tragedy was amplified by
human folly.
1. Holland, T. H., Report on the Gohna
Landslip, Garhwal, Selections from the
records of the Government of India in
the Public Works Department: CCCXX-
IV(324), Office of the Superintendent of
Government Printing, Calcutta, 1984.
2. Pal, S. K., Geomorphology of River Ter-
races along Alaknanda Valley, Garhwal
Himalaya, BR Publishing Corporation,
Delhi, 1986, p. 158.
3. Kimothi, M. M. and Juyal, N., Int. J.
Remote Sensing, 1996, 17, 1391–1405.
4. Wasson, R. J. et al., J. Environ. Man-
age., 2008, 88, 53–61.
5. Wasson, R. J., Sundriyal, Y. P., Chaud-
hary, S., Morhtikai, P., Sati, S. P. and
Juyal, N., Quaternary Sci. Rev., 2013,
77, 156–166.
6. Kumar, G. and Shone, S. K., In Proceed-
ings of the Seminar on River Valley Pro-
jects, Roorkee University, Roorkee,
1970, p. 7.
7. State of India’s environment: a citizen
report. Center for Science and Environ-
ment, New Delhi, 1991, p. 166.
8. Srivastava, P., Tripathi, J. K., Islam, R.
and Jaiswal, M. K., Quaternary Res.,
2008, 70, 68–80.
9. Brunsden, D. and Jones, D. K. C., In The
International Karakoram Project, Vol. 1
(ed. Miller, K. J.), Cambridge University
Press, 1984, pp. 383–388.
10. Korup, O., Earth-Sci. Rev., 2012, 112,
115–125.
11. Grieshbach, C. L., Geological Survey of
India, Ministry of Mines, Government of
India – photo archive, 1882–1883; http://
www.portal.gsi.gov.in/portal/
12. Public Work Department Uttarakhand;
http://www.pwd.uk.gov.in
13. Uttarakhand Jal Vidyut Nigam; http://
www.uttarakhandjalvidyut.com
ACKNOWLEDGEMENT. We thank the
Department of Science and Technology, New
Delhi for financial assistance vide grant num-
ber SR/S4/ES-416/2009(G).
Naresh Rana*, Sunil Singh and Y. P.
Sundriyal are in the Department of Geo-
logy, HNB Garhwal University, Srina-
gar-Uttarakhand 246 174, India; Navin
Juyal is in the Geoscience Division,
Physical Research Laboratory, Navrang-
pura, Ahmedabad 380 009, India.
*e-mail: naresh_geo@yahoo


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