Merge branch 'devel' into 659-mise-a-jour-vers-angular-15

docs/en/calculators/pab/pab.md

@@ -77,7 +77,9 @@ During the calculation, if the calculated crest elevation is less than *minZDV*
 
 ## Calculation results
 
-The results are presented in the form of a summary table of hydraulic calculations for all basins and walls. It contains all the data calculated by the modules [Cross walls](cloisons.md) and [Power dissipation](volume.md).
+The results are presented in the form of a summary table of hydraulic
+calculations for all basins and walls. It contains all the data calculated
+by the modules [Cross walls](cloisons.md) and [Power dissipation](volume.md).
 
 Two graphs are present:
 
@@ -85,3 +87,8 @@ Two graphs are present:
 - A general graph allowing the selection of any parameter from the result table in abscissa and ordinate.
 
 If several results are available due to the variation of one or two hydraulic parameters of the pass, all calculated water lines are displayed in the long profile, and a drop-down list allows to select the result to be displayed in the generalist table and graph.
+
+## Example session
+
+An example illustrating the conception of a fish ladder can be directly loaded
+through this [link](https://cassiopee.g-eau.fr/#/loadsession/app%2Fexamples%2Fpab-complete-chain.json).

docs/en/calculators/pab/passe_rangees_periodiques.md

+# Nature-like fish passage with riprap in periodic rows
+
+It is stated on p.16 of the design guide for nature-like fishways
+(Larinier et al., 2006)[^passe_rangees_periodiques1] that rock-rigged fishways
+in periodic rows are similar to fish ladders, and their design criteria are identical to those of.
+
+It is therefore possible to use the various tools in the "[fish ladder](pab.md)" module
+module to design this type of device.
+In particular, the "[cloisons](cloisons.md)" tool can be used to enter the various
+dimensional characteristics of weirs (widths, overflow dimensions) and pseudo-basins
+pseudo-basins (length, width, mid-radius), which can be used to indirectly
+indirectly retrieve the sill height (\(p\)) and useful block height (\(k\)) parameters
+in the generated geometry table.
+Porosity (ratio between the free passage between the blocks and the total width
+width of the pseudo-wall) is not entered directly, but this parameter can be
+be deduced and examined elsewhere if necessary.
+
+According to this principle, each overhanging portion of the partition must be entered
+as an indentation or slot, as well as the dimension of the top of the blocks if the latter
+are flooded within the operating range of the device.
+In the case of notches, particular attention should be paid to the type of
+(thick or thin) in order to accurately reflect the conditions of flooding by the
+downstream of the weir.
+
+It is also possible to use the "[pre-dams](prebarrage.md)" tool (the equations
+implemented are the same as in the "[cloisons](cloisons.md)" tool),
+if the device is affected by complex feed modes,
+with, for example, overflows from the weir to different basins in the system
+(a less frequent case for a riprap pass in periodic rows).
+
+An example of a pass can be accessed directly via [this link](https://cassiopee.g-eau.fr/#/loadsession/app%2Fexamples%2Fpasse_rangees_periodiques.json).
+
+
+[^passe_rangees_periodiques1]: Larinier, Michel, Dominique Courret, et Peggy Gomes. 2006. « Guide technique pour la conception des passes à poissons “naturelles” ». Rapport GHAPPE RA. Compagnie Nationale du Rhône / Agence de l’Eau Adour Garonne. http://dx.doi.org/10.13140/RG.2.1.1834.8562.

docs/en/calculators/pam/macrorugo_remous.md

+# Backwater curve for a rock-ramp fishpass
+
+This module can be used to simulate the backwater curve of a
+[simple macro-roughness fishway](macrorugo.md) in order to determine the
+downstream flooding level of the fishway.
+
+## Operating principle
+
+The parameters of this module are :
+
+- The choice of the ["simple" rock-ramp fishpass](macrorugo.md) module among
+those present in the work session which will be used to perform the
+calculation 
+- The water level downstream of the pass 
+- The space step used to discretise the curve calculation.
+
+N.B. : As the backwater curve can only be calculated for one set of
+parameters, the [simple rock-ramp fishpass](macrorugo.md) module
+cannot contain [varied parameters](../../general/principe_fonctionnement.md).
+
+The theoretical calculation carried out in the macro-roughness channel
+corresponds to the calculation of the water line in a uniform regime where the
+slope of the water is equal to the slope of the bottom of the channel.
+The rock-ramp fishpass module is used here to calculate the slope of the water
+in the non-uniform case.
+The fluvial backwater curve is then calculated from the water level
+downstream using the [trapezoid integration method](../../methodes_numeriques/integration_trapezes.md).
+
+This module is based on [the module for calculating the backwater curve of a
+section](../hsl/courbe_remous.md) to calculate and display the results.

docs/en/calculators/pam/macrorugo_theorie.md

@@ -146,7 +146,7 @@ For the cylindrical form of the blocks, \(\sigma\) is equal to \(\pi / 4\) and f
 
 ### Ratio between the average speed downstream of a block and the maximum speed *r*
 
-The values of (\r\) depends on the block shapes (Cassan et al., 2014[^2] et Tran et al. 2016 [^3]):
+The values of \(r\) depends on the block shapes (Cassan et al., 2014[^2] et Tran et al. 2016 [^3]):
 
 - round : \(r_Q=1.1\)
 - "rounded face" shape : \(r=1.2\)
@@ -240,4 +240,4 @@ $$C_f = \frac{2}{(5.1 \mathrm{log} (h/k_s)+6)^2}$$
 
 [^4]: Larinier, Michel, Courret, D., Gomes, P., 2006. Guide technique pour la conception des passes à poissons “naturelles,” Rapport GHAPPE RA. Compagnie Nationale du Rhône / Agence de l’Eau Adour Garonne. http://dx.doi.org/10.13140/RG.2.1.1834.8562
 
-[^5]: Rice C. E., Kadavy K. C., et Robinson K. M., 1998. Roughness of Loose Rock Riprap on Steep Slopes. Journal of Hydraulic Engineering 124, 179‑85. https://doi.org/10.1061/(ASCE)0733-9429(1998)124:2(179)
+[^5]: Rice C. E., Kadavy K. C., et Robinson K. M., 1998. Roughness of Loose Rock Riprap on Steep Slopes. Journal of Hydraulic Engineering 124, 179-85. https://doi.org/10.1061/(ASCE)0733-9429(1998)124:2(179)