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Development of inland water transport infrastructure facilities

By Prof. P.K.Sarkar, Thursday, January 12, 2012, 10:26 Hrs  [IST]
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Category: Ports Tags: Inland Water Transport, Ganga - Bhagirathi - Hoogly river system, Brahamaputra river system

Prof. P.K.SarkarProf. P.K.Sarkar does a study on the economic feasibility for development of inland water transport infrastructure facilities for National

Inland Water Transport (IWT) in India forms a very small part of the total transport network of the country, despite being energy efficient, economic and environment-friendly. The primary reason for low share of IWT traffic is its spatial limitation. Inland waterways are confined to specific regions and are effective only when both origin and destination of production and consumption centres are located at the waterfronts. The withdrawal of water for irrigation purpose also poses a major problem for operation of IWT in India. Besides this, there are number of navigational hazards affecting waterways, like shallow waters or inadequate depth, siltation, bank erosion etc. The Government of India, in its policy document of Inland Water Transport had envisaged a sizeable increase in the cargo traffic to 20 billion tonne-km within a five-year period from the level of around 1 billion tonne km in 1999-2000. However, the expected increase did not take place. IWT being an economical and eco-friendly mode has great a potential in India, if necessary investment is made in infrastructure like fairway, terminals, better vessels and navigational aids. A pilot study was conducted on NW1 (Ganga-Bhagirathi-Hoogly river system) and NW2 (Brahamaputra river system) to work out the viability of such investment not only from a financial point of view but by assessing the potential economic gains too. Certain tangible gains were quantified along with the intangibles like social and environmental benefits.

STUDY AREA PROFILE
To study the feasibility of IWT in India, the two major waterways chosen for study are;
  • NW 1: Ganga - Bhagirathi - Hoogly river system, covering a distance of 1629 km and passing through the three states of UP, Bihar, Jharkhand and West Bengal. NW 2: On the Brahmaputra river from Dhubri to Sadiya, covering a distance of 891 km, passing through Assam and linking the north east region to the main ports of Kolkata and Haldia. It is also a major link to Bangladesh.
Untitled - 40ASSESSMENT OF DEMAND FOR CARGO MOVEMENT ON NATIONAL WATERWAYS 1& 2
A primary survey was conducted to assess the potential cargo movement on NW1and NW2. Five commodities, namely, steel, coal, fertilizers, cement and fly-ash were identified for the study and their movement between origin-destination pairs was quantified. This current information was used to make prediction for the years 2011 and 2021. The total potential transportation demand for IWT for the year 2010-11 is 6 billion tonne-km and 7.7 billion tonne-km in 2020-21. NW 1 and NW 2 presently carry a total cargo of 0.78 million tonnes including POL, food grain, logs and tea, which have not been included in the study. POL products will be transported by pipeline. Thus, the current transportation demand (1999- 2000) of 0.17 billion- tonne-km will increase to 1 billion tonne-km by 2010- 11 and 1.3 billion tonne-km by the year 2020- 21.

TABLE 1 OPERATIONS UNDER REALISTIC FULLY DEVELOPED SCENARIO (Rs MN)
Scenarios Cumulative Freight Demand Carried Over 25 years
(million tonne)
Cumulative over 25 years period at 0% Discount Rate Balance
(Benefit - Cost)
Net Present Value (NPV)
at 10 % discount Rate
EIRR Benefit Cost Ratio (B/C
Total Cost Total Benefits
Combined NW 1
and NW 2
12.3 5060 26740 21680 2290 17% 1.81
NW 1 11.3 3290 18740 15450 1950 20% 2.16
NW 2 0.05 1820 3860 2050 -730 6% 0.63
Source: NCAER, New Delhi
Note: $ 1 = approx. Rs 50

ANALYSIS OF FEASIBILITY STUDY OF IWT PROJECT OF NW 1 & NW 2
While working out the economic benefits, the following economic gains were derived in this analysis in the form of:
  • Savings in cost of operation of IWT vis-à-vis road transport.
  • Savings in medical expenses due to reduced pollution levels in the environment.
  • Fewer accidents on roads due to congestion.
  • Saving in loss of wages due to absence from work- was not considered in terms of numeraire assuming that there is no production loss considering surplus unemployment in non-urban or semi-urban areas.
  • Savings in fuel expenses due to shift to IWT.
  • Generation of Employment due to proper development to IWT
In order to work out the detailed feasibility study, a realistic fully developed scenario with respect to mechanical loading and unloading facilities at all the terminals coupled with night navigational system was considered along with the cost break-up for two national waterways as presented in the Tables (1& 2)
  Untitled Document
TABLE 2- THE COST BREAK-UP ON NW 1AND NW 2 (Rs MILLION)
Sl. No. Component Cost NW1 Cost NW2
1 Fairway 1600 500
2 Terminals 660 1150
3 Vessel Cost (only the cost of dredgers is included) 380 430
4 Navigational aids 230 150
5 Total (1+2+3+4) 2870 2230
6 Physical contingence 250 190
7 Price Escalation 50 40
8 Financial Cost +Price escalation 3160 2460
9 Economic Cost 2020 1670
Source: NCAER, New Delhi
Note: $ 1 = approx. Rs50

CONCLUSIONS
There is a need to integrate the IWT within the inter-modal transport system such that door-to-door service is provided for the movement of domestic as well as international cargo. This will help to meet the market demand of convenient and competitive service while optimizing the economic, financial, environmental and social benefits that can be derived from each mode in the entire transport chain.

There is need to accord priority to IWT through coordinated planning, investment and implementation of policies as well as securing cooperation of other agencies related to IWT and water resource management. Besides, there is scope of development of tourism along the waterway.

The EIRR worked out at 17 per cent is very viable for investment in IWT and this study reinforces the conclusion that in its 12th Five Year Plan India should make massive efforts for the development of IWT and promote public awareness of benefits of a modal shift to IWT wherever possible.

(The author is presently engaged in teaching, research and consulting work in the area of transport planning, traffic engineering, road safety audit and transport feasibility studies in the School of Planning and Architecture. An expert in his domain, Dr Sarkar has been actively involved as a consultant in various projects in areas of transport planning and design, urban planning, environment planning, road safety audit and highway design study. Presently, he is an active member of many technical committees.)
 
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