diff --git a/.gitlab-ci.yml b/.gitlab-ci.yml
index 496309b0b1b0b144b114045c8495b2bb43d087bf..76965e220dd0348f1bbb095c87fe2219779696ff 100644
--- a/.gitlab-ci.yml
+++ b/.gitlab-ci.yml
@@ -103,7 +103,7 @@ deploy:
     - build
   script:
     # Copie de la branche / du tag
-    - rsync -a "dist/" "$DEPLOY_HOST_LOGIN:$DEPLOY_URL/$CI_COMMIT_REF_NAME"
+    - rsync --delete -a "dist/" "$DEPLOY_HOST_LOGIN:$DEPLOY_URL/$CI_COMMIT_REF_NAME"
 
 deploy-stable:
   stage: deploy-stable
@@ -114,7 +114,7 @@ deploy-stable:
     - build
   script:
     # Copie de la branche production
-    - rsync -a "dist/" "$DEPLOY_HOST_LOGIN:$DEPLOY_STABLE_URL/"
+    - rsync --delete -a "dist/" "$DEPLOY_HOST_LOGIN:$DEPLOY_STABLE_URL/"
     # Modification du dossier base href
     - ssh $DEPLOY_HOST_LOGIN "sed -i 's:/cassiopee/stable/:/:g' $DEPLOY_STABLE_URL/index.html"
 
diff --git a/docs/en/calculators/hsl/section_parametree.md b/docs/en/calculators/hsl/section_parametree.md
index e3e8ad8f064eadcfe30824c21e003f4f3f7c680c..7d74e2bd96df9b7aac17d824e30aa65431cacccc 100644
--- a/docs/en/calculators/hsl/section_parametree.md
+++ b/docs/en/calculators/hsl/section_parametree.md
@@ -3,7 +3,7 @@
 This module calculates the hydraulic quantities associated to:
 
 - a section with a defined geometrical shape ([See section types managed by Cassiopée](types_sections.md))
-- a draft \(y\) in m
+- a water depth \(y\) in m
 - a flow \(Q\) in m<sup>3</sup>/s
 - a bottom slope \(I_f\) in m/m
 - a roughness expressed with the Strickler's coefficient \(K\) in m<sup>1/3</sup>/s
@@ -23,7 +23,7 @@ The calculated hydraulic quantities are:
 - Critical depth (m)
 - Critical head (m)
 - Corresponding depth (m)
-- Impulsion (kgâ‹…mâ‹…s<sup>-1</sup>)
+- Impulsion (N)
 - Conjugate depth
 - Tractive force (Pa)
 
@@ -122,15 +122,15 @@ We use Newton's method by posing \(y_{k+1} = y_k - \frac{f(y_k)}{f'(y_k)}\) with
 <div style="position: relative"><div style="position: relative"><a id="la-charge-critique-m" style="position: absolute; top: -100px;" style="position: absolute; top: -60px;"></a></div></div>
 ## Critical head (m)
 
-This is the head calculated for a draft equal to the critical depth. \(H_c = H(y_c)\).
+This is the head calculated for a water depth equal to the critical depth. \(H_c = H(y_c)\).
 
 <div style="position: relative"><a id="le-tirant-deau-correspondant-m" style="position: absolute; top: -60px;"></a></div>
-## Corresponing depth (m)
+## Corresponding depth (m)
 
-For a fluvial (respectively torrential draft) \(y\), corresponding depth is the torrential (respectively fluvial) draft for the which \(H(y) = H(y_{cor})\).
+For a fluvial (respectively torrential water depth) \(y\), corresponding depth is the torrential (respectively fluvial) water depth for which \(H(y) = H(y_{cor})\).
 
-<div style="position: relative"><a id="limpulsion-hydraulique-kgms-1" style="position: absolute; top: -60px;"></a></div>
-## Hydraulic impulsion (kgâ‹…mâ‹…s<sup>-1</sup>)
+<div style="position: relative"><a id="limpulsion-hydraulique-N" style="position: absolute; top: -60px;"></a></div>
+## Hydraulic impulsion (N)
 
 The impulsion \(I\) is the sum of the amount of movement and the resultant of the pressure force in a section:
 
@@ -145,7 +145,7 @@ The distance from the centre of gravity of the section to the free surface \(y_g
 
 $$S.y_g = \int_{0}^{y} (y-z)B(z)dz$$
 
-With \(y\) the depth and \(B(z)\) the width at mirror for a draft \(z\)
+With \(y\) the depth and \(B(z)\) the width at mirror for a water depth \(z\)
 
 Formulas of \(S.y_g\) for the different section shapes are :
 
@@ -157,7 +157,7 @@ Formulas of \(S.y_g\) for the different section shapes are :
 <div style="position: relative"><a id="le-tirant-deau-conjugue-m" style="position: absolute; top: -60px;"></a></div>
 ## Conjugate depth (m)
 
-For a fluvial (respectively torrential draft) \(y\), conjugate depth is the torrential (respectively fluvial) draft for the which \(I(y) = I(y_{con})\).
+For a fluvial (respectively torrential water depth) \(y\), conjugate depth is the torrential (respectively fluvial) water depth for which \(I(y) = I(y_{con})\).
 
 <div style="position: relative"><a id="la-force-tractrice-pa" style="position: absolute; top: -60px;"></a></div>
 ## Tractive force (Pa)
diff --git a/docs/fr/calculators/hsl/section_parametree.md b/docs/fr/calculators/hsl/section_parametree.md
index eef566ac751101ba2f392b1e10a08c6bf8f6385d..18c4bfa59c5a582374d64184fe5bb1bc505f7669 100644
--- a/docs/fr/calculators/hsl/section_parametree.md
+++ b/docs/fr/calculators/hsl/section_parametree.md
@@ -23,7 +23,7 @@ Les grandeurs hydrauliques calculées sont&nbsp;:
 - Le tirant d'eau critique (m)
 - La charge critique (m)
 - Le tirant d'eau correspondant (m)
-- L'impulsion (kgâ‹…mâ‹…s<sup>-1</sup>)
+- L'impulsion (N)
 - Le tirant d'eau conjugué
 - La force tractrice (Pa)
 
@@ -117,7 +117,7 @@ C'est la charge calculée pour un tirant d'eau égal au tirant d'eau critique \(
 
 Pour un tirant d'eau fluvial (respectivement torrentiel) \(y\), le tirant correspondant est le tirant d'eau torrentiel (respectivement fluvial) pour lequel \(H(y) = H(y_{cor})\).
 
-## L'impulsion hydraulique (kgâ‹…mâ‹…s<sup>-1</sup>)
+## L'impulsion hydraulique (N)
 
 L'impulsion \(I\) est la somme de la quantité de mouvement et de la résultante de la force de pression dans une section :
 
diff --git a/docs/fr/calculators/hyd_en_charge/lechapt-calmon.md b/docs/fr/calculators/hyd_en_charge/lechapt-calmon.md
index c423136c149df7f3b67e8bd7662c1fd45f791883..6001e557244786c0b6d2f9890bb159d4460d98e4 100644
--- a/docs/fr/calculators/hyd_en_charge/lechapt-calmon.md
+++ b/docs/fr/calculators/hyd_en_charge/lechapt-calmon.md
@@ -49,7 +49,7 @@ Table: Matériaux et coefficients utilisés dans la formule de Lechapt et Calmon
 
 $$ J_S = K_S \frac{V^2}{2g}$$
 
-Avec&nbsp:
+Avec&nbsp;:
 
 - \(K_S\)&nbsp;: le coefficient de perte de charge singulière
 - \(V\)&nbsp;: la vitesse de l'eau dans la conduite (\(V = 4 Q / \pi / D^2\))
@@ -60,4 +60,4 @@ $$ K_L = \frac{2g J_L}{V^2} $$
 
 ## Coefficient de perte de charge de Darcy
 
-$$ f_D = \frac{2g J D}{l_T V^2}
+$$ f_D = \frac{2g J D}{l_T V^2} $$
diff --git a/src/app/calculators/courberemous/config.json b/src/app/calculators/courberemous/config.json
index 455e9d73bf283f076173b08721b5223c4212a900..272de86872224c219f6fe666b9a56243dab70180 100644
--- a/src/app/calculators/courberemous/config.json
+++ b/src/app/calculators/courberemous/config.json
@@ -89,7 +89,7 @@
                     "Hsc": "hsl/section_parametree.html#la-charge-critique-m",
                     "J": "hsl/section_parametree.html#la-perte-de-charge-mm",
                     "I-J": "hsl/section_parametree.html#la-variation-lineaire-de-lenergie-specifique-mm",
-                    "Imp": "hsl/section_parametree.html#limpulsion-hydraulique-kgms-1",
+                    "Imp": "hsl/section_parametree.html#limpulsion-hydraulique-N",
                     "Tau0": "hsl/section_parametree.html#la-force-tractrice-pa"
                 }
             }
@@ -115,7 +115,7 @@
             "Hsc": "hsl/section_parametree.html#la-charge-critique-m",
             "J": "hsl/section_parametree.html#la-perte-de-charge-mm",
             "I-J": "hsl/section_parametree.html#la-variation-lineaire-de-lenergie-specifique-mm",
-            "Imp": "hsl/section_parametree.html#limpulsion-hydraulique-kgms-1",
+            "Imp": "hsl/section_parametree.html#limpulsion-hydraulique-N",
             "Tau0": "hsl/section_parametree.html#la-force-tractrice-pa"
         }
     }
diff --git a/src/app/calculators/pabdimensions/en.json b/src/app/calculators/pabdimensions/en.json
index df5b11b452d5814c96e3d5dcfd82bb520ec62e39..88df27b9dbd4d3436d02d59fff71d637b4133217 100644
--- a/src/app/calculators/pabdimensions/en.json
+++ b/src/app/calculators/pabdimensions/en.json
@@ -2,6 +2,6 @@
     "fs_dimensions": "Basin dimensions",
     "L": "Length",
     "W": "Width",
-    "Y": "Draft",
+    "Y": "Water depth",
     "V": "Volume"
 }
\ No newline at end of file
diff --git a/src/app/calculators/regimeuniforme/en.json b/src/app/calculators/regimeuniforme/en.json
index 4a5a3327a0e2ffbe7f28332ce77ceb2a024a95ac..f1ea50fcc1ea626eb16e607dd10eaf83ae590de8 100644
--- a/src/app/calculators/regimeuniforme/en.json
+++ b/src/app/calculators/regimeuniforme/en.json
@@ -17,5 +17,5 @@
     "If": "Bottom slope",
     "YB": "Embankment elevation",
     "fs_hydraulique": "Hydraulic features",
-    "Y": "Draft"
+    "Y": "Water depth"
 }
\ No newline at end of file
diff --git a/src/app/calculators/sectionparametree/config.json b/src/app/calculators/sectionparametree/config.json
index 63235d9a5b316dbeb7a0041f3ae72cd0c12b6265..f24b88ca8954faf65b6764ecdf60dc8231995ead 100644
--- a/src/app/calculators/sectionparametree/config.json
+++ b/src/app/calculators/sectionparametree/config.json
@@ -67,7 +67,7 @@
             "Hsc": "hsl/section_parametree.html#la-charge-critique-m",
             "J": "hsl/section_parametree.html#la-perte-de-charge-mm",
             "I-J": "hsl/section_parametree.html#la-variation-lineaire-de-lenergie-specifique-mm",
-            "Imp": "hsl/section_parametree.html#limpulsion-hydraulique-kgms-1",
+            "Imp": "hsl/section_parametree.html#limpulsion-hydraulique-N",
             "Tau0": "hsl/section_parametree.html#la-force-tractrice-pa"
         }
     }
diff --git a/src/app/calculators/sectionparametree/en.json b/src/app/calculators/sectionparametree/en.json
index 92a0479a837ab8d6a34e523b10719826aee6a5cc..b13efd538c2c52436eaa99a51dea2d958869c855 100644
--- a/src/app/calculators/sectionparametree/en.json
+++ b/src/app/calculators/sectionparametree/en.json
@@ -17,7 +17,7 @@
     "If": "Bottom slope",
     "YB": "Embankment elevation",
     "fs_hydraulique": "Hydraulic features",
-    "Y": "Draft",
+    "Y": "Water depth",
     "fs_param_calc": "Calculation parameters",
     "Hs": "Specific head",
     "Hsc": "Critical head",
diff --git a/src/app/results/remous-results.ts b/src/app/results/remous-results.ts
index dedfd9a6f78aabbd22f97f66bb02d748d5d4c9de..abb20aa69362c07f6dd26dd436b341d33190b0dc 100644
--- a/src/app/results/remous-results.ts
+++ b/src/app/results/remous-results.ts
@@ -90,7 +90,7 @@ export class RemousResults extends CalculatorResults {
         // série de valeurs de X
         this._xValues = new ParamDefinition(
             p,
-            ServiceFactory.i18nService.localizeText("INFO_REMOUSRESULTS_ABSCISSE"),
+            "ABSCISSE",
             ParamDomainValue.POS_NULL
         );
     }
diff --git a/src/locale/messages.en.json b/src/locale/messages.en.json
index 94d4434ca1cfaee8579877855884f47302b02989..022f3ee461f807220333e6d23369ae20e9ffc99d 100755
--- a/src/locale/messages.en.json
+++ b/src/locale/messages.en.json
@@ -567,7 +567,7 @@
     "INFO_REMOUSRESULTS_ABSCISSE": "Abscissa",
     "INFO_REMOUSRESULTS_BERGE": "Embankment",
     "INFO_REMOUSRESULTS_FOND": "Bottom",
-    "INFO_REMOUSRESULTS_TIRANT": "Draft (m)",
+    "INFO_REMOUSRESULTS_TIRANT": "Water depth (m)",
     "INFO_REMOUSRESULTS_TIRANTCRITIQUE": "Critical water level",
     "INFO_REMOUSRESULTS_TIRANTNORMAL": "Normal water level",
     "INFO_REPORT_BUG_BODY": "This is an issue report.\n\nPlease describe quickly the issue you encoutered, and the steps you followed:\n\n\n\n\n--- Current session state - do not modify text below ---\n------------------------------------------------------------------------\n\n",