CLIS


IDENTIFICATION

Name: CLIS

Developer: Fubo Liu (Institute for Land and Water Management, Leuven University, Belgium)

CHARACTERIZATION

Considered variables:

Input/Output Structure: MIMO

Logic of control:

Design method technique: Model inversion

Field implementation:

APPLICATIONS OR TESTS

Non linear model


RESULTS ON BENCH MARK TESTS

(Maximum values over the 8 pools)

Canal 1:
MAE (%)
IAE (%)
StE (%)
IAW
IAQ
Scenario 1, tuned:
19.9
3.8
2.6
0.05
0.195
Scenario 1, untuned:
22.4
4.4
1.8
0.078
0.256
Scenario 2, tuned:
34.5
5.0
3.6
0.257
0.593
Scenario 2, untuned:
40.0
5.0
2.4
0.298
0.570
Canal 2:
Scenario 1, tuned:
6.8
1.4
0.6
0.310
5.848
Scenario 1, untuned:
7.3
2.4
1.0
0.984
9.157
Scenario 2, tuned:
21.1
7.6
0.7
0.647
9.670
Scenario 2, untuned:
23.1
12.4
8.3
1.867
9.394

REFERENCES

Liu F., Feyen J. & Berlamont J. 1992. Computation method for regulating unsteady flow in open channels. Journal of irrigation and drainage engineering, Vol. 118, n° 10, pp 674-689.

Liu F., Feyen J. & Berlamont J. 1994. Downstream control algorithm for irrigation canals. Journal of irrigation and drainage engineering, Vol. 120, n° 3, pp 468-483.

Liu F., Feyen J., Malaterre P.O., Baume J.P., Kosuth P. 1998. "Development and Evaluation of Canal Automation Algorithm CLIS". ASCE Journal of Irrigation and Drainage Engineering. Jan./Feb. 1998, Vol. 124, n°1, p. 40-46, ISSN 0733-9437


MISCELLANEOUS

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