SPI Infra Incidence OH Page 1/1 08/21/2022 Données à saisir Ouvrage Q100 Fe amont Fe aval Longueur h entrée h amont Diagnostic OH 1 1.0 m3/s trap 3 m 1 m 0.5 m/m ### ### 33 m 0.003 m/m 70 0.5 fluvial 0.89 m 0.86 m 1.5 m/s 0.89 m 1.05 m ### Revanche de 8.95 m OH 2 7.6 m3/s dalot 3.25 m 1.2 m ### ### 33 m 0.003 m/m 70 0.5 fluvial 0.88 m 0.82 m 2.7 m/s 0.88 m 1.42 m ### 16.42 m OH 3 7.6 m3/s dalot 4.2 m 1.5 m ### ### 33 m 0.003 m/m 70 0.5 fluvial 0.71 m 0.69 m 2.5 m/s 0.71 m 1.20 m OH 3bis 7.6 m3/s dalot 3 m 1.25 m ### ### 33 m 0.003 m/m 70 0.5 fluvial 0.95 m 0.87 m 2.7 m/s 0.95 m 1.49 m OH 4 6.0 m3/s dalot 3.4 m 1 m ### ### 33 m 0.003 m/m 70 0.5 fluvial 0.72 m 0.68 m 2.4 m/s 0.72 m 1.18 m OH 4bis 2.2 m3/s buse 0.8 m ### 99.90 m NGF 33 m 0.003 m/m 70 0.5 en charge en ch. en ch. OH 4ter 8.5 m3/s dalot 3.5 m 1 m 90.00 m NGF 89.90 m NGF 33 m 0.003 m/m 70 0.5 fluvial 0.89 m 0.84 m 2.7 m/s 0.89 m 1.46 m OH 4quater 4.2 m3/s dalot 2 m 1 m 80.00 m NGF 79.90 m NGF 33 m 0.003 m/m 70 0.5 fluvial 0.90 m 0.77 m 2.3 m/s 0.90 m 1.32 m * Selon le cas, saisir dalot, buse ou trap ** Si trapèze, largeur en gueule (ou miroir ou en haut, en clair, ce n'est pas la largeur du fond …) Type ouvrage * diamètre (dalot ou (v/h) (si Pente ouvrage de rugosit Coeff PDC Régime écoulement normale dans hauteur critique V dans ouvrage Cote chaussée Débordement de en charge en charge en charge

Calcul Dalots Et Buses

Download XLS Report

Upload
citron-sucre
View
66
Download
24

Embed Size (px)

Citation preview

Incidence OHDonnes saisirOuvrageQ100Type ouvrage *Largeur ou diamtre **Hauteur (dalot ou trap)Pente (v/h) (si trap)Fe amontFe avalLongueurPente ouvrageCoeff de rugositCoeff PDCRgime coulementh normale dans ouvragehauteur critiqueV dans ouvrageh entreh amontCote chausseDiagnosticAVERTISSEMENTh normale dans ouvrageSnPnRhnLnVnQnhauteur critiqueScPcRhcLcVcQ2L/gS3I critiqueRgime coulementh entreh amonth amont + FE amonth limiteSlimPlimRhlimLlimQlimOuvrage capable (1 = oui ; 0 = non)OH 11.0 m3/strap3.01.00.5150.00 m NGF149.90 m NGF33.00.003 m/m700.5fluvial0.89 m0.86 m1.5 m/s0.89 m1.05 m160.00 m NGFRevanche de8.95 mCalcul effectu0.89 m0.69 m2.97 m0.23 m2.55 m1.45 m/s1.0 m/s0.86 m0.63 m2.87 m0.22 m2.46 m1.59 m/s1.0000.004 m/mfluvial0.89 m1.05 m151.05 m NGF0.99 m0.97 m3.02 m0.32 m2.96 m1.8 m/s1OH 27.6 m3/sdalot3.251.2140.00 m NGF139.90 m NGF33.00.003 m/m700.5fluvial0.88 m0.82 m2.7 m/s0.88 m1.42 m125.00 m NGFDbordement de16.42 mCalcul effectu0.88 m2.86 m5.01 m0.57 m3.25 m2.65 m/s7.6 m/s0.82 m2.67 m4.90 m0.55 m3.25 m2.84 m/s1.0000.004 m/mfluvial0.88 m1.42 m141.42 m NGF1.19 m3.86 m5.63 m0.69 m3.25 m11.6 m/s1OH 37.6 m3/sdalot4.21.5130.00 m NGF129.90 m NGF33.00.003 m/m700.5fluvial0.71 m0.69 m2.5 m/s0.71 m1.20 m00.00 mCalcul effectu0.71 m3.00 m5.63 m0.53 m4.20 m2.53 m/s7.6 m/s0.69 m2.91 m5.59 m0.52 m4.20 m2.61 m/s1.0000.003 m/mfluvial0.71 m1.20 m131.20 m NGF1.49 m6.24 m7.17 m0.87 m4.20 m21.9 m/s1OH 3bis7.6 m3/sdalot3.01.25120.00 m NGF119.90 m NGF33.00.003 m/m700.5fluvial0.95 m0.87 m2.7 m/s0.95 m1.49 m00.00 mCalcul effectu0.95 m2.84 m4.89 m0.58 m3.00 m2.68 m/s7.6 m/s0.87 m2.60 m4.74 m0.55 m3.00 m2.92 m/s1.0000.004 m/mfluvial0.95 m1.49 m121.49 m NGF1.24 m3.71 m5.48 m0.68 m3.00 m11.0 m/s1OH 46.0 m3/sdalot3.41.0110.00 m NGF109.90 m NGF33.00.003 m/m700.5fluvial0.72 m0.68 m2.4 m/s0.72 m1.18 m00.00 mCalcul effectu0.72 m2.45 m4.84 m0.51 m3.40 m2.45 m/s6.0 m/s0.68 m2.32 m4.76 m0.49 m3.40 m2.59 m/s1.0000.004 m/mfluvial0.72 m1.18 m111.18 m NGF0.99 m3.37 m5.38 m0.63 m3.40 m9.5 m/s1OH 4bis2.2 m3/sbuse0.8100.00 m NGF99.90 m NGF33.00.003 m/m700.5en chargeen chargeen ch.en chargeen ch.en charge00.00 mCalcul non effectu0.72 m0.48 m2.00 m0.24 m0.48 m1.48 m/s0.7 m/s0.72 m0.48 m2.00 m0.24 m0.48 m1.48 m/s0.2250.003 m/mtorrentiel0.72 m0.89 m100.89 m NGF0.76 m0.49 m2.15 m0.23 m0.35 m0.7 m/s0OH 4ter8.5 m3/sdalot3.51.090.00 m NGF89.90 m NGF33.00.003 m/m700.5fluvial0.89 m0.84 m2.7 m/s0.89 m1.46 m00.00 mCalcul effectu0.89 m3.13 m5.29 m0.59 m3.50 m2.72 m/s8.5 m/s0.84 m2.95 m5.19 m0.57 m3.50 m2.88 m/s1.0000.004 m/mfluvial0.89 m1.46 m91.46 m NGF0.99 m3.47 m5.48 m0.63 m3.50 m9.8 m/s1OH 4quater4.2 m3/sdalot2.01.080.00 m NGF79.90 m NGF33.00.003 m/m700.5fluvial0.90 m0.77 m2.3 m/s0.90 m1.32 m00.00 mCalcul effectu0.90 m1.80 m3.80 m0.47 m2.00 m2.34 m/s4.2 m/s0.77 m1.53 m3.53 m0.43 m2.00 m2.74 m/s1.0000.005 m/mfluvial0.90 m1.32 m81.32 m NGF0.99 m1.98 m3.98 m0.50 m2.00 m4.8 m/s1* Selon le cas, saisir dalot, buse ou trap** Si trapze, largeur en gueule (ou miroir ou en haut, en clair, ce n'est pas la largeur du fond )

&L&"MS Sans Serif,Gras"SPI Infra&C&A&RPage &P/&N&C&Dcalcul automatique des dbits et hauteurs d'eau

&APage &P