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spotlogo2.jpg (6318 bytes) VOL. 24, NO. 25, JAN 14 -  JAN 20  2005 ( MAGH 01, 2061 B.S. )
OPINION

Debates On Saptakoshi Dam

By Dr. AB Thapa 

It is heartening to  learn  that our country’s NGOs have started to take interest  in Kosi High Dam Project.   Unfortunately  none of the NGOs are  yet seen to be concerned  about   the disastrous  consequences  for our  country,  if  our   government  allowed  the  foreign  private  developer   to  implement the  West Seti High Dam Project  without  sorting out with India the downstream  benefit  issues and  problem  of   submersion  of  a  vast area of the Western Terai    resulting  from  Saryu Canal,  which  is an extension   of  the  West Seti High  Dam Project.  Nepal’s   decision  to  allow  private developer to  build  the West   Seti  High Dam  without  thoroughly  examining  the   design  of  the  dam could  precipitate  an unprecedented    horrific  disaster in our region.  Private  developer has proposed  to  build  195-meter high  concrete faced  rock filled dam ( CFRD) , which  would  be  perhaps  the highest  dam   of this type  in the  whole world.  So  far there is only   one dam  in  the world  close  to the proposed West Seti Dam in   height.  It is the Aguamilpa  dam  with a height of 185.5 meters   built  in  Mexico   That  dam has already  developed   serious  technical problems.

It is reported  in local newspapers   that an NGO in Sunsari  District “Mechi-Kali Media Society”   had  organized  an interaction  program to  discuss possible merits and  demerits of  the  Kosi High Dam. Needless  to   mention  that  such debates are extremely important  for   proper  evaluation  of any type of project.  Thus “Mechi-Kali Media Society”  has done a very good job.  People  in  Eastern   Nepal  have  a  big  stake  in  the Kosi   Project.  They  should  be  correctly  informed   about  true  benefits  as well as the harms the project would do to them..

Development Dilemma

Where ever we build  big  storage dam in Nepal,  large area of populated  lands are submerged. It cannot be avoided. It indeed is a great disadvantage in building  storage dam.  Mr. Paul D. Terrell, JR.  from Bechtel  International of the USA, who served as the leader of  Advisor Team to the Karnali High Dam Project has rightly said  in   his  article  published  in a  local journal HIMAL: “ When you  think of land as a  commodity used by people, Nepal does not  have   too much of it. Snowfields and glaciers are not habitable, and much of the country is  too steep and mountainous  for terracing by the hill farmers. The only resource guaranteed  to increase is the human population. The land is increasingly crowded  even as the country struggles for self-sufficiency.”  Mr. Terrell   explains that Nepal would be facing dilemma because on the one hand, reservoir space  is needed to harness the water; on the other, land covered by the most   economic reservoir, in terms of large storage volume for small volume of dam, is   the same  precious flat land  needed for agriculture.  Unfortunately   we  are forced  to  build  storage  dams  to   regulate the Kosi River because life and property of millions in India and Nepal would be at  great risk  if these dams are not built in time. It is true   that originally the Kosi Dam Project was conceived  to save people in   India from floods.  It is not  difficult to be convinced that people in Nepal too are  already  in  great danger. Some of the speakers   participating in the interaction program had  compared   dreadful   effect  of submergence  by  Kosi reservoir  with  recent Asian Tsunami   Disaster  that  took the life of about  150,000 peoples  in  South and South-East Asian  countries.  Unfortunately only very few people know  the disastrous consequences  for Nepal  and India if  the Kosi dams are not built in time.  We should  not be   surprised   that  the  death-toll in  the Kosi flood disaster in Nepal  and India triggered  by  change  in course of   the Kosi  would be comparable to  similar  Huango River flood   disasters. These  two rivers are regarded  similar to one  another   in terms of ferocity  to  floods.  In  the past  China used to be frequently hit by disastrous Huangho floods.  It is reported  in   technical journals that  the death toll  in  the  latest Huangho flood  that hit China in 1938 was about 500,000 (half million).  Huangho   flood  problem was  completely resolved  after building   storage dams to control that  river.  It would  be prudent  to   hold debates to  discuss  this aspect of  the Kosi  problems also.  

Cause of Kosi Danger

The Kosi River known as the river of sorrow of the Bihar shifted from east to west over 12O km in the last 200 years. In the past about 8000 sq. km. of lands had been laid waste as a result of the sand deposit. In course of shifting, many towns and villages were wiped out, and heavy losses of property, cattle, and human life were inflicted. Fortunately the embankments built few decades ago temporarily helped to check the lateral shifting of the Kosi. But at present the detention basin upstream of the barrage at Hanumannagar is almost full of sediments. Soon the embankments would be ineffective to control the Kosi floods.

The Kosi River is now on the verge of shifting to the east far away from its present course. The peoples of Nepal and India are heading for a natural disaster of an unprecedented scale. It  appears that only   very  few in Nepal and India  have. realized the extent of this danger. It would be unfortunate if the Kosi swing to the east takes the life and property of millions in South Asia by surprise while the  governments  of  Nepal   and  India  would  merely be silent spectator.

What Do Experts Say?

The  Kosi  River  brings   every  year  an  enormous  quantity  of  sediments    from its  catchments  in  the  mountains.  Sir   Claude  Inglis  an  expert  on  Kosi  had   attributed  the  shift  of  the  Kosi  River   channel  to  excessive  sand load  carried  by    the  river.  Leopold  and  Maddock  considering    Kosi  behavior had  stated  that  a  braided   stream  will  tend  to  shift  laterally  at  a   rate  dependent  on  the  rate  of  accumulation   of  material  being  deposited.  As one  course   becomes  higher  than  possible  adjacent  paths,   the  river would  shift. 

Data  published  in  the   American  Society  of  Civil  Engineering   in   March, 1966 indicate  that   in  the  period  between   1938  and  1957   every  year  on  an   average  about  100  million  cubic  meters  of   sediments  used  to  be  deposited  on  the   Kosi  River  bed.  The  maximum  such  deposition   was   around   Nirmali  in  India  not  far   away  from  the  Hanumannagar. There  was  very  big   change  in  sediment  deposition  pattern  immediately   after   the  completion  of  the  Kosi  barrage   in  1963. The  results  of  the  Kosi  River   channel  study  for  post  barrage  period    have  been  published  by  V.C.  Galgali,   Central  Water  and  Power  Research  Station, Pune (India),  and  Gohain & Prakash  of  Roorke  University.   All  the  past  studies  confirm  that   the   Kosi  River  bed  just   upstream  of   the   barrage  has  significantly   aggraded    due   to  sediment  deposition.  On  account  of  ponding,   sediment  deposition  had  occurred,  flattening  the   bed  gradient.  The   bed  slope  of  the   river in  the  pond  area  was  abut  0.61 m per   km  in  the  year  1956  prior  to  construction   of   the  barrage,  which  became  flatter  to   about  0.42  m  per  km in  the  year  1969,   ie  in  six  years  of   the  functioning   of  the  barrage. Studies  were  made  to  determine   the  sediment  deposition   based  on   post flood  1963  and  1970  surveys    These  studies   indicated  that  about  35  million  cu.m.  sediments    had  deposited   in   the  pond  length   of  about   10  km upstream  of  the  barrage,   giving  an  average  depth  of   about  0.4   m in  about  8  years  with  a  rate  of    bed  level  rise at  about  0.05 m  per  annum.

Soon Kosi Disaster Could Strike

Embankments  built  a  few   decades  ago  temporarily  helped   to  check   the lateral  shifting  of  the   Kosi.     The  detention  basin  upstream  of  the   Kosi barrage   near  Hanumannagar     is    going   to  be  very  soon  full.  After   that  the   embankments  would  be  ineffective    to   prevent  the  lateral  shifting  of   the Kosi.   It  is  predicted   that   the   Kosi   would   again  take  its   1732   course.  The  farthest  position  of  the new  course   of  the  Kosi   is   expected  to  be   about   120  km   away  from  its  present   course.  The  swing  of  the  Kosi  river  to   the  east  could  be  sudden  and  almost   unexpected   because  nobody  yet  exactly  knows   when  it  is  going  to  happen. The  people   would  be  completely  taken  by  surprise.  So   the  loss  of  life  could  be  very  high.   In  a  similar  type  of  1938  flood  incident   of  the  Yellow  River  in China the number of  people   killed alone  was  about   half  a  million.  It   does  not  need  to  be  further  explained   that   such  shifting  of  the Kosi  to  the   east  would  be  the   biggest   disaster    for  the  whole  region.  Generally   the   flood  damages  are  temporary  in  nature  but   the  Kosi flood  damages  would  be  widespread  and    also  permanent  in  nature.  Mr. Shilling  Feld an   expert  on Kosi,  had  warned  a  long time    ago  that   the   eastward  movement  of   the  Kosi  would  be  in    one   big   swing   accompanied  with  great  loss  of  life   and  property.                

Resolving  Kosi  Flood   Problem

Provision of dams in the drainage area with very big storage volume is the only lasting solution to the Kosi flood problem. It is the opinion of the renowned experts and scientists involved on the Kosi study in the past. We can draw such lesson from the past experience of China also. It can be concluded that there are not any substitutes for the large storage dams to control the Kosi floods. Thus our only recourse is storage dam. The storage dams should be provided in time. Unfortunately some peoples in Nepal and India have misgivings about the Kosi dams. Such misgivings are unfounded and they are often the result of present global disenchantment with the high dams particularly for the generation of hydroelectricity. In case of Kosi dams this type of notion is completely misplaced. The life and property of too many peoples in Nepal and India would be at great risk if the Kosi dams are not built in time.

The 1997  Kosi  Dams Study Agreement between Nepal and India emanated  from  the  understandings   that  the  Kosi   River  poses a  grave  threat to peoples  of  both  India  and  Nepal.  Now, there   is  a  great  need  for  wider participation  of   various agencies, institutions, individual  experts  particularly   those  operating  in  Nepal  in  the process  to conduct  the  proposed  Kosi study.  It  need not be stressed   that  the Kosi  development  is  going  to  be   a  big  engineering  challenge.  That apart,  it  is equally a big  challenge to  economists, industrialists,  agriculture and transport  planners  who  would  be  finding  that  the Kosi  development  would  be opening  up  new vistas of opportunities  for  Nepal’s  rapid  socio-economic development.    

(Dr. Thapa writes on water resources)


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