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A compter du 1er avril, attention à vos pipelines :
Nouvelles limitations de Docker Hub
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Cassiopée
nghyd
Commits
0e257b3e
Commit
0e257b3e
authored
1 year ago
by
David Dorchies
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fix(docs): malformed itemize in latex
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#656
parent
c6ebb5b4
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!252
release: version 4.18.0
,
!251
Resolve "Documentation PDF: erreurs à la compilation"
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docs/en/calculators/structures/kivi.md
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docs/en/calculators/structures/kivi.md
docs/fr/calculators/structures/kivi.md
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docs/fr/calculators/structures/kivi.md
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docs/en/calculators/structures/kivi.md
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0e257b3e
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@@ -39,6 +39,7 @@ Villemonte proposes the following formula:
$$K =
\f
rac{Q_{submerged}}{Q_{free}} =
\l
eft [ 1-
\l
eft (
\f
rac{h2}{h1}
\r
ight)^n
\r
ight]^{0.385}$$
With:
-
\(
h_1
\)
the upstream water level above the weir crest
-
\(
h_2
\)
the downstream water level above the weir crest
-
\(
n
\)
the exponent in free flow relationships (rectangular=1.5, triangular=2.5, parabolic=2)
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docs/fr/calculators/structures/kivi.md
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0e257b3e
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@@ -39,6 +39,7 @@ Villemonte propose la formule suivante :
$$K =
\f
rac{Q_{noyé}}{Q_{dénoyé}} =
\l
eft [ 1-
\l
eft (
\f
rac{h2}{h1}
\r
ight)^n
\r
ight]^{0.385}$$
Avec
:
-
\(
h_1
\)
la hauteur d'eau amont au dessus de la crête du déversoir
-
\(
h_2
\)
la hauteur d'eau aval au dessus de la crête du déversoir
-
\(
n
\)
l'exposant dans les relations d'écoulement dénoyé (rectangulaire=1.5, triangulaire=2.5, parabolique=2)
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