The impact of a hydroelectric power plant on the sediment load in downstream water bodies, Svartisen, northern Norway

• Published in: Science of the total environment 2001-02, Vol.266 (1), p.273-280
• Main Authors: Bogen, Jim, Bønsnes, Truls E.
• Format: Article
• Language: English
• Subjects: Applied sciences; Earth sciences; Earth, ocean, space; Engineering and environment geology. Geothermics; Environmental Monitoring; Exact sciences and technology; Geologic Sediments; Hydroelectric power plant; Models, Theoretical; Natural water pollution; Norway; Pollution; Pollution, environment geology; Power Plants; Seawaters, estuaries; Sediment pollution; Water; Water Movements; Water Pollutants - analysis; Water treatment and pollution
• ISSN: 0048-9697; 1879-1026
• DOI: 10.1016/S0048-9697(01)00650-7

When the Svartisen hydroelectric power plant was put into operation, extensive sediment pollution was observed in the downstream fjord area. This paper discusses the impact of the power plant and the contribution from various sources of sediment. Computation of the sediment load was based on samples collected one to four times per day. Grain size distribution analyses of suspended sediments were carried out and used as input in a routing model to study the movement of sediments through the system. Suspended sediment delivered to the fjord before the power station was constructed was measured as 8360 metric tons as an annual mean for a 12-year period. During the years 1995–1996 when the power plant was operating, the total suspended load through the power station was measured as 32 609 and 30 254 metric tons, respectively. Grain size distribution analyses indicate a major change in the composition of the sediments from 9% clay before the power plant was operative to 50–60% clay afterwards. This change, together with the increase in sediment load, is believed to be one of the main causes of the drastic reduction in secchi depths in the fjord. The effect of the suspended sediment load on the fjord water turbidity was evaluated by co-plotting secchi depth and power station water discharge. Measurements during 1995 and 1996 showed that at the innermost of these locations the water failed to attain the minimum requirement of 2 m secchi depth. In later years secchi depths were above the specified level. In 1997 and 1998 the conditions improved. At the more distal locality, the conditions were acceptable with only a few exceptions. A routing model was applied to data acquired at a location 2 km from the power station in order to calculate the contributions from various sediment sources. This model indicated that the contribution from reservoir bed erosion dominated in 1994 but decreased significantly in 1995. Future operation of the power station will mostly take place with a high water level in the reservoir and is likely to result in acceptable water quality in the fjord. However, during periods of low drawdown, sediment pollution may again become a problem.