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Opinion
 
GREATEST TRAGEDY FOR NEPAL : Upper Karnali Decision  

By Dr. AB Thapa

The 4,180 MW Upper Karnali Storage Project is the most attractive hydropower project among the projects identified so far in Nepal . It also is, perhaps,  among the very few most attractive hydropower projects in the whole world. It would be a great tragedy for Nepal   if our Government did not reconsider its decision to push  ahead  the plan to allow private developer to implement the 300 MW Upper Karnali Diversion Project, which precludes the development of the 4,180 MW Upper Karnali Storage Project. 

The Upper Karnali Storage Project can provide our country an extra net bonus benefit  alone to the tune of about US $300 million  per year which is approximately  the gross value of the  total annual  production of the paddy in the whole Nepal estimated between 2.5 million to 3 million tons at a present price of about US $ 100 per ton. Surely such golden opportunity to  enrich our country would vanish for ever if we continued to stick with our decision to implement the 300 MW  Upper Karnali Project which  prevents the development of the 4,180 MW Upper Karnali Storage Project.  

Foreign Experts Against 300 MW Upper Karnali

Mr. Paul Terrell  from the Bechtel International of the USA was Chief Advisor Consultant   of the Upper Karnali Project study conducted under the World Bank financial assistance.  The pre-feasibility study report prepared under his supervision unequivocally   points out that the 300MW Upper Karnali Project and the 4,180 MW Upper Karnali Storage Project are mutually exclusive. It is a  clear  cut recommendation  to guide us to come to the conclusion that  we should completely drop the idea to implement  the relatively  very small  300 MW Upper Karnali Diversion Project by sacrificing the 4,180 MW Upper Karnali Storage Project.   Furthermore, Mr. Paul Terrell has categorically cautioned Nepal in his article published in the journal “HIMAL” that our country should never compromise optimum development for the sake of a quick deal.  

Upper Karnali Pre-feasibility Report

The  World  Bank  supported  pre-feasibility  study  has  clearly explained  that the 4180 MW Upper Karnali Storage Project and the 300 MW Upper Karnali Diversion Project  are mutually exclusive. The relevant  excerpt  from  the World  Bank supported    study  report  is  presented  below. 

“Even  when  assuming that  the  KR 1 A  run-of-river  project (it indicates the  small  300 MW Upper  Karnali  project) is  a  sunk cost, it  will be  seen  that  a  single large  power  plant (4180 MW)  associated  with  the  major  storage  project is  less  costly  than the  combined  cost  of  smaller  plant  at  the  same  location (3532 MW)  and  a  second  power plant at  the  foot  of  the storage  dam ( 408 MW)  discharging directly  into  the KR 1A  run-of-river  project  head  pond.   Based  on  this  assessment, it  appears  that  the  later  development  of  the major  hydro  storage  project at  Site KR 1  (  4180 MW  Upper  Karnali Storage Project)  would  cause  the  KR 1A  run-of-river  project  to  be  effectively  discontinued.  There  may be  limited opportunity  for  secondary  energy  generation during  the  periods of spillage”.  

Why Upper Karnali Storage So Attractive

The  Karnali  basin  is  the  first  to arouse keen  interest  in  Nepal's  vast  hydropower  development  study. There  are  several  attractive  sites  for  the  generation  of  cheap  hydroelectric  energy  in  this  basin.  In  early  1960s  an  agreement  was  signed  between  HMG  of  Nepal  and  the  UNDP  for   providing   assistance  to  conduct  a survey  of  the Karnali  river  and  its  main  tributaries  culminating  in  a  pre-investment  report  indicating   hydroelectric  potential  of  the  river  as  well  as  the best   sites for  hydropower  development.  The  final  feasibility  report  and  general  basin  development  report  were  submitted   in  February, 1966.  

In  1980s  further  studies  of  the   two  projects  were  carried  out  under  the  aegis of the  World  Bank.  They  are  the  feasibility  study   of  the   Karnali  Dam  Project (Chisapani)   and   the  pre-feasibility   study  of  the  Upper  Karnali  Hydroelectric  Project ( Karnali Bend  Site).     

The Karnali  river makes  a  big  loop  in its  lower  reach  near  a  place  called  Asare. From here  the  river  flows  in  the  south-east  direction  for  about  25  kilometers,  after  that  the  river  makes  a  complete  reversal  in  its  direction.  The  river  comes  back  to  a  point   just  two  kilometers  away   from  its   earlier  position  near Asare.  There  is  a  drop  of  about   150  meters  in   Karnali  river  bed  elevations  between  these  two  positions  merely   two  kilometers  away  from   one  another The  project  to  utilize  this  bend  for  power  generation  was  originally  known  as  the  Karnali  Bend  Project.  Later  on   the  name  was   changed  to   Upper  Karnali  Project.   . There are very good sites to build a very high  storage dam  at  the beginning of  the bend. Thus, it makes the Upper Karnali  Storage Project far superior to the  10,800 MW Karnali  Chisapani Project  in terms of  per unit capacity  investment cost because its hydropower station would be operating at a firm head two times greater than that of the latter though the total length of the waterway of both these hydropower plants would be almost exactly the same.

Large Cost Reduction at Higher Heads

Of  all  the  site  characteristics, head  is  the  most  important.   Design  guidelines, 1989 approved  by  the  American  Society  of  Civil  Engineers (  a  document  used  throughout  the  world   for  the  design  of  hydropower) has   given  some  simple  reasoning  that  would   help to  explain   why  the  Upper  Karnali  project  operating  at   a  head    about  two  times   greater  by  comparison  with   the  Chisapani   hydropower  could  be  built  at   far  less   per  unit   installed   capacity  cost. "Very  simply  if  one  doubles  the  head  the  quantity of  water  needed  to  produce  a  certain  amount  of  energy is  halved, Thus, for  like  site energy  development  the  conduit   area  and  reservoir  volume  are halved  and  further  large  cost  reductions  occur for  powerhouse  and  machinery  costs. This  fundamental   consideration  is  at  the   root  of  the  large  cost  reductions  that  occur  at  higher heads."  Needless  to  mention  that  the  lower  investment  cost  means  the  generation  cost  of  the  electricity  would  also  be  less. 

Comparative Investment Cost of Upper Karnali Storage

By  comparison  with  the  mammoth  10,800  MW  Karnali  Chisapani  Project  the  firm  head  of  the  Upper Karnali  Storage Project  would  be almost  two  times  greater.  It  can  be  derived  based  on  Stage  A  Optimization  Study  Data  of   the  World  Bank financed   Karnali  Project (CJhisapani)  Study  report  that  per  KW  installed  capacity  construction  cost  of  the Upper  Karnali  Storage  Project  could  be  only  about  70%  of  such  cost  of  the  project  at  Chisapani.  If such comparative cost reduction advantage is treated as extra bonus to accrue to Nepal in addition to normal royalty to be received from private developer then Nepal might be able to receive per year about US $ 300 million as extra bonus which is the gross value of  the total  annual paddy produced in the whole country considered to be between 2.5 to 3 million tons at a price of  about US $ 100 per ton.

Duty of Engineering Community

Even foreigners, like Mr. Terrell,  are seen to be  deeply concerned about the mishandling of our natural resources.   Alas, our own relevant authorities  are hardly  seen to be caring.  

National Planning Commission  and other  related institutions  instead of trying  to distance themselves to  avoid confrontation with their superiors  should collaborate with other institutions on vital water resources development issues. Various relevant institutions,  like Engineering Association,  should also play active role in the development of our water resources projects. In the USA   institutions  like the American Society of Civil Engineers (ASCE)  play very big role in development of civil engineering works. The ASCE publishes relevant  technical journals.  The ASCE guidelines are widely used for planning and designing  hydroelectric developments. Certainly it is the duty of  Engineering  Association representing our engineering community to generate awareness about  proper assessment of our development works among the policy makers by regularly holding discussions and seminars and prevent the great misfortune of  our country being robbed of the opportunity to benefit from vital projects such as the Upper Karnali Storage Project  which might be among the very few most attractive project in the whole world..  

In Conclusion

Our  grandiose  national  plans  to  develop  our  water  resources  to  uplift  the  living  condition  of  common  Nepali  would  be  nothing  more  than an  empty  rhetoric  if  our  policy  making  institutions  failed  to  intervene  in time  to  save  the  4180  MW  Upper  Karnali  Storage  Project  which  might  be  the  best  in  the  world  for  the  generation  of  cheap  peaking  energy  on  a  large  scale.  We should not hesitate to invite competent  foreign  experts  for  advice if  we  find   ourselves  not  capable  to make  correct   judgment  on  this  very  important  matter.

(Dr. Thapa writes on water resources)


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