António N. Pinheiro
Member I-5671, Ph.D., Assistant Professor, Department of Civil Engineering,
Instituto Superior Técnico (IST)
Ph.D., Assistant Professor, Department of Forestry, Instituto Superior de Agronomia (ISA)
Address: IST, DECivil, Secção de Hidráulica
Avenida Rovisco Pais, 1049~001 Lisboa, Portugal
Tel: 351 1 8418144; Fax: 351 1 8418144; E-mail: apinheir@civil.ist.utl.pt
Abstract: The
construction and operation of mini-hydro schemes affects the fish communities
inhabiting the streams. One of the main effects is the interruption of these
small barriers is the prevention of the free circulation of the fish populations
during the different stages of their lives.
The
ecological effects of the construction of mini-hydro schemes is an issue not yet
sufficiently studied, as well as the characterisation of ecological changes
displayed by the fish populations and the alterations they suffered due to those
works.
This paper is based on an extensive work in co-operation with by the National Forestry Services and was performed by the Instituto Superior de Agronomia with the collaboration of the Instituto Superior Técnico, both of the Lisbon Technical University.
An
eco-hydraulic overview of Portuguese mini-hydro fish-ladders operation is
presented. The different hydraulic parameters used and their qualitative
classification are discussed.
Finally,
some remarks about the overall performance of the fish ladders are presented and
the necessity of extensive research on this issue is also discussed.
Keywords: eco-hydraulics, mini-hydro, fish-ladder
Due to the construction of mini-hydro schemes, most of them with small concrete weirs, and to the necessity of guaranteeing that the fish populations are still able to migrate along the streams, a significant number of fish ladders have been built in Portugal in the two last decades. Figure 1 shows a typical fish ladder in a Portuguese mini-hydro scheme.
The criteria used to design the fish ladders have been mainly based on LARINIER (1992), and particularly address salmonids (trout and salmons). The most frequent species in Portuguese rivers with mini-hydro schemes, however, are not salmonids, but cyprinid assemblages, although trouts can also be present and sometimes be dominant.
Fig.1 Fish ladder in a Portuguese mini-hydro scheme
Although the
Portuguese legislation compels the Owners to build fish passes whenever
requested by the Forestry Authorities, no efficiency evaluation or operation
monitoring is required afterwards. So, there has been no significant feedback
about the adequacy of the used design criteria or about their effective
utilisation by the fish populations.
The Division of
Inland Fisheries of the National Forestry Services, which is the Authority for
fish passes, promoted a first study to characterise the present situation of
mini-hydro fish ladders. This study included hydraulic and ecological aspects,
namely the field sampling of fish populations, upstream and downstream of the
weir, so as to evaluate its ecological effects and obtain information about the
effectiveness of the fish ladders operation.
This paper presents the results of the hydraulic performance, the implantation and attractiveness adequacy, as well as maintenance issues and the accessibility to the weir (road conditions) and to the fish ladder, considering maintenance requirements.
The design of fish passes and fish ladders in Portugal followed, in most cases, the design criteria proposed by Larinier (1992). These criteria, which are summarised in Table 1, were developed especially for salmonid species, which present significant swimming and jumping capabilities.
Table 1 Fish ladders. Design criteria proposed by Larinier (1992)
|
Channel slope (-) |
0,07 - 0,2 |
|
Successive basins water level decrease (m) |
0,30 - 0,40 (1) ±0,30 (2) 0,15 - 0,30 (3),(4) |
|
Basins length (m) |
2,0 -3,0 1,2- 5,0 1,5 - 4,5 |
|
Basins depth (m) |
minimum 1 m (1) minimum 60 cm (2) |
|
Mean water level in the basins (m) |
1,0 - 1,6 |
|
Design discharge (m3/s) |
1 a 5% of stream mean interannual discharge |
|
Mean velocity in the basins (m/s) |
0,1 |
|
Submerged holes height (m) |
0,15 - 0,30 |
|
Submerged holes width (m) |
0,15 - 0,30 |
|
Discharge through the holes (m3/s) |
±25% of the fish ladder total discharge |
|
Head over the weir between successive basins (m) |
0,42 - 0,75 |
|
Weir crest length (m) |
³ 0,15 0,30 - 0,40 (1) 0,20 (2), (4) 0,40 - 0,50 (3) |
|
Power dissipation by unit of volume (W/m3) |
±200 (1) ±150 (3) |
(1) salmons and
sea trouts ; (2) trouts ; (3) allis shad ; (4) salmonids
Although the
fish populations of Portuguese rivers can be dominated by trout, most fish
assemblages found were in fact composed of cyprinid communities, dominated by
Iberian chub, Iberian nase and Iberian barbel, which do not present such
outstanding physical capabilities.
Nevertheless,
some of them, especially potamodromous species such as barbel and nase, are able
to jump small slopes, and it is recognised that they are able to use fish ladder
designed with the criteria referred to. However,
it is also recognised that more suited design criteria should be redefined in
order to design new fish ladders and adapt some of the existent ones.
One of the most
important parameters to be considered is the power dissipation per unit of water
volume in each of the basins of the fish ladders. The turbulence generated in
this process in the main cause for the fishes to get tired when passing the
ladders. The other is, of course, the water level difference between successive
basins.
So, it is
considered important to establish a research programme aiming to adapt Table 1
design criteria to the Portuguese fish populations.
Table 2 Appraisal of Portuguese mini-hydro fish ladders
|
Parameter |
Classification |
Number of fish ladders analysed |
Percentages (%) |
|
Operating during the visit |
Yes |
10 |
56 |
|
No |
8 |
44 |
|
|
Hydraulic power dissipation per unit of volume |
Adequate |
15 |
83 |
|
Not adequate |
3 |
17 |
|
|
Downstream entrance attractiveness |
Null |
8 |
44 |
|
Insufficient |
4 |
22 |
|
|
Sufficient |
2 |
11 |
|
|
Good |
4 |
22 |
|
|
Downstream obstruction |
No |
7 |
39 |
|
Not significant |
3 |
17 |
|
|
Significant |
8 |
44 |
|
|
Sediment deposition in the fish ladder basins |
No |
7 |
58 |
|
Not significant |
1 |
8 |
|
|
Significant |
4 |
33 |
|
|
Obstruction of the weir within fish ladder basins |
No |
10 |
63 |
|
Not significant |
1 |
6 |
|
|
Significant |
5 |
31 |
|
|
Obstruction of the submerged holes within fish ladder basin |
No |
6 |
50 |
|
Not significant |
2 |
17 |
|
|
Significant |
4 |
33 |
|
|
Weir accessibility |
Difficult |
4 |
20 |
|
Reasonable |
10 |
50 |
|
|
Easy |
6 |
30 |
|
|
Fish ladder accessibility |
Inaccessible |
3 |
15 |
|
Very difficult |
3 |
15 |
|
|
Difficult |
3 |
15 |
|
|
Reasonable |
7 |
35 |
|
|
Good |
4 |
20 |
|
|
Overall appraisal of the operating conditions |
Good |
3 |
17 |
|
Acceptable |
5 |
28 |
|
|
Unacceptable |
8 |
44 |
|
|
Non operational |
2 |
11 |
As already
mentioned in the Introduction, it was considered of utmost importance to
evaluate the actual eco-hydraulic operation conditions of the Portuguese
mini-hydro fish ladders, which include most of the existent fish ladders in
Portugal. Bochechas (1995) had evaluated the performance of Portuguese fish
locks (Borland type).
To do that, a
field survey was carried out to assess the local operating conditions and to
compare them with the design specifications. A score classification was
established to a set of parameters. These parameters intended to classify the
most relevant issues, concerning the operationality of each fish ladder and
allowed proposing a final overall classification of the fish ladders operating
conditions. The parameters and the scores, as well as the obtained results, are
presented in Table 2.
The criterion to
attribute the Overall appraisal
classification was based on the fact that to be considered Good or Acceptable, a certain fish ladder must allow the fishes to try to
pass the ladder, to enable the progression of the fish along the ladder and
finally to reach the upstream reservoir. The
parameters related to human accessibility were not considered to be
determinant for the operationality of the fish ladder but important to determine
how easy the maintenance can be performed.
In Fig.s 2 to 4,
some of the detected problems are illustrated. In Fig. 5 a fish ladder
considered with good operating conditions is shown.
Fig.2 Significant sediment deposition in a fish ladder basin
Fig.3 Attractiveness problem of downstream
entrance due to strong competition of another water outlet
Fig.4 Excessive first step height and obstruction of the downstream entrance. Inaccessible entrance
Fig. 5 Fish ladder with no downstream obstruction and good attractiveness
The analysis of
Table 2 shows that more than 50 % of the fish ladders were considered Non operational or with Unacceptable operating conditions, which
turn out to be disturbing figures. However, a significant number of problems,
like obstructions or a first step too high, are easy to correct. These problems
only subsist because there is no Portuguese legislation stating the need of
monitoring and efficiency proofing after the construction of those ladders.
Acknowledgements
The authors,
which were responsible for the execution of the study underlying this paper,
would like to point out the significant work developed by Filipa Reis and Susana
Santos in their graduation final report and to Jorge Bochechas, of the National
Forestry Services, by the support given during the field survey.
Bochechas, J. (1995) - Operating conditions and efficiency of the fish passes: The cases of Crestuma-Lever e Belver Dams. MSc. Thesis, Instituto Superior Técnico, Lisbon, Portugal.
Larinier, M. (1992) - Passes à Bassins Successifs, Prébarrages et
Rivières Artificielles. Bulletin Français de la Pêche et de la Pisciculture,
nº 326-327, Paris, France.
Reis, F.; Santos, S. (1999 ) - Fish Passes in Mini-Hydro Schemes. Characterisation and eco-hydraulic appraisal (in Portuguese). Environmental Engineering graduation Final Report. Lisbon (Portugal), Instituto Superior Técnico.