Rational Criterion for Designing Opening of Slit-Check Dam

Author:

Armanini Aronne12,Larcher Michele12

Affiliation:

1. Prof., Dept. of Civ. and Envir. Engrg., Università degli Studi di Trento, Via Mesiano 77, 38050 Trento, Italy. E-mail: aronne.armanini@ ing.unitn.it

2. PhD Student, Dept. of Civ. and Envir. Engrg., Università degli Studi di Trento, Via Mesiano 77, 38050 Trento, Italy. E-mail: michele. larcher@ing.unitn.it

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Reference13 articles.

1. Armanini A. ( 1994). “Lecture notes on river training.” Università degli Studi di Trento Italy (in Italian).

2. Armanini A. and Benedetti G. ( 1996). “Sulla larghezza di apertura delle briglie a fessura.” Proc. XXV Convegno di Idraulica e Costruzioni Idrauliche Vol. III 13–24.

3. Armanini A. Dellagiacoma F. and Ferrari L. ( 1991). “From the check dam to development of functional check dams.” Fluvial hydraulics of mountain regions. Lecture notes on earth sciences Vol. 37 Springer Berlin 331–344.

4. Basile P. A. and Di Silvio G. ( 1994). “Interception and release of sediments by permeable check dams.” Int. Workshop on Floods and Inundation Related to Large Earth Movements University of Trento Italy 17.

5. Benedetti G. ( 1995). “Analisi teorica e sperimentale del funzionamento delle briglie aperte.” Tesi di Laurea in Ingegneri Forestale Università degli and Studi di Trento Italy (in Italian).

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