UNIVERSITÀ DI PISA
FACOLTÀ DI INGEGNERIA
Tesi di Laurea Magistrale
in
Ingegneria Idraulica, dei Trasporti e del Territorio
STUDIO E SISTEMAZIONE IDRAULICA DEI FOSSI DI
POGGIO ORLANDO E MASSIMINA IN LOCALITÀ
BADESSE (SI)
* * *
ALLEGATI DI CALCOLO
Relatori:
Prof. Ing. Valerio Milano
Dott. Ing. Enzo Buffoni
Candidata:
Elena Bertini
Sommario
1
STATO ATTUALE ... 3
1.1
FOSSO DI POGGIO ORLANDO - Tr 30 Moto vario – Stato Attuale ... 4
1.2
FOSSO DI POGGIO ORLANDO – Tr 200 Moto Vario – Stato Attuale ... 7
1.3
FOSSO MASSIMINA - Tr 30 Moto Vario – Stato Attuale ... 10
1.4
FOSSO MASSIMINA – Tr 200 Moto Vario – Stato Attuale ... 14
2
STATO DI PROGETTO ... 18
2.1
FOSSO DI POGGIO ORLANDO – Tr 30 Moto Vario – Stato di Progetto ... 19
2.2
FOSSO DI POGGIO ORLANDO – Tr 200 Moto Vario – Stato di Progetto ... 22
2.3
FOSSO DI POGGIO ORLANDO – Tr 500 Moto Vario – Stato di Progetto ... 26
2.4
FOSSO MASSIMINA – Tr 30 Moto Vario – Stato di Progetto ... 30
2.5
FOSSO MASSIMINA – Tr 200 Moto Vario – Stato di Progetto ... 35
2.6
FOSSO MASSIMINA – Tr 500 Moto Vario – Stato di Progetto ... 40
2.7
FOSSO DI POGGIO ORLANDO – Tr 30 Moto Permanente – Stato di Progetto ... 45
2.8
FOSSO DI POGGIO ORLANDO – Tr 200 Moto Permanente – Stato di progetto ... 49
2.9
FOSSO MASSIMINA – Tr 30 Moto Permanente – Stato di Progetto ... 53
ALLEGATI DI CALCOLO
Nel presente allegato sono riportate le tabelle che contengono gli output di calcolo del programma Hec-RAS
per lo stato attuale e per lo stato di progetto.
All’inizio di ciascuna analisi è riportato il profilo idraulico corrispondente. Sono state inserite le tabelle per i
soli fossi Massimina e di Poggio Orlando.
STATO ATTUALE
STATO ATTUALE 4
FOSSO DI POGGIO ORLANDO - Tr 30 Moto vario
0 .8 1 .0 1 .2 1 .4 1 .6 1 .8 216 218 220 222 224 226 228 230 232 1 ) 1 h T r3 0 2 ) 2 h T r3 0 3 ) 3 h T r3 0 M a in C h a n n e l D is ta n c e ( k m ) Ele va tio n ( m) L e g e n d E G M a x WS 1 h T r3 0 W S M a x W S 1 h T r3 0 E G M a x WS 2 h T r3 0 W S M a x W S 2 h T r3 0 E G M a x WS 3 h T r3 0 W S M a x W S 3 h T r3 0 C ri t M a x W S 1 h T r3 0 C ri t M a x W S 2 h T r3 0 C ri t M a x W S 3 h T r3 0 G ro u n d 0.. . 343 381 41 0.8 45 5.6 36 49 5.1 53 4 53 8.3 1 58 4.6 78 2 62 7.0 88 4 66 0.6 07 7 70 3.7 70 9 76 3.5 53 6 O rl a n d o M a s s im in a
Sezioni
River Sta TR 30 Q
Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froud e (m3/s) (m) (m) (m) (m) (m/m) (m/s) (m2) (m) 763.55 1h 6.77 229.36 230.7 230.81 0.01515 1.84 6.55 16.33 0.62 763.55 2h 4.48 229.36 230.56 230.66 0.013775 1.63 4.69 12.39 0.59 763.55 3h 3.5 229.36 230.5 230.58 0.01214 1.47 3.94 11.32 0.55 703.77 1h 6.82 228.81 229.32 229.3 229.44 0.027951 1.58 4.67 18.26 0.88 703.77 2h 4.89 228.81 229.26 229.36 0.027467 1.38 3.69 16.65 0.85 703.77 3h 3.8 228.81 229.22 229.3 0.028688 1.27 3.06 14.83 0.85 660.61 1h 6.9 227.46 227.83 227.81 227.96 0.04074 1.92 5.36 18.98 1.07 660.61 2h 4.89 227.46 227.76 227.75 227.87 0.04406 1.72 4.15 17.77 1.07 660.61 3h 3.7 227.46 227.72 227.7 227.81 0.042969 1.53 3.48 17.07 1.03 627.09 1h 4.38 226.15 227.07 227.09 0.002497 0.65 8.7 27.01 0.28 627.09 2h 4.35 226.15 227 227.03 0.003982 0.75 7.15 23.26 0.34 627.09 3h 3.6 226.15 226.88 226.92 0.007835 0.87 4.69 17.71 0.46 584.68 1h 6.63 225.5 226.19 226.29 0.020576 1.67 7.33 31.94 0.79 584.68 2h 4.32 225.5 226.12 226.12 226.21 0.019271 1.45 5.19 30.79 0.74 584.68 3h 3.49 225.5 226.09 226.09 226.17 0.019774 1.4 4.13 30.2 0.74 538.31 1h 6.3 224.31 224.75 224.86 0.029157 1.48 4.27 14.96 0.88 538.31 2h 4.65 224.31 224.71 224.79 0.025751 1.29 3.61 14.11 0.81 538.31 3h 3.79 224.31 224.63 224.64 224.74 0.043717 1.45 2.61 12.73 1.02 495.15 1h 4.25 222.38 224.36 224.37 0.000209 0.31 24.76 43.1 0.09 495.15 2h 3.94 222.38 224.24 224.25 0.000269 0.34 21.28 38.12 0.1 495.15 3h 3.42 222.38 223.97 223.98 0.000613 0.46 13.65 26.77 0.14 455.64 1h 4.21 222.1 224.36 224.36 0.000004 0.06 87.4 68.78 0.01 455.64 2h 3.94 222.1 224.24 224.24 0.000004 0.06 79.16 68.02 0.01 455.64 3h 3.4 222.1 223.96 223.96 0.000006 0.06 60.85 60.7 0.02 411.35 1h 4.19 220.99 224.36 224.36 0.000001 0.05 171.24 76.75 0.01 411.35 2h 3.93 220.99 224.24 224.24 0.000001 0.05 162.05 75.78 0.01 411.35 3h 3.39 220.99 223.96 223.96 0.000002 0.05 141.14 73.53 0.01 410.80 Culvert 387.24 1h 4.19 220.71 222.59 222.62 0.001148 0.88 8.21 8.62 0.21 387.24 2h 3.93 220.71 222.57 222.59 0.001075 0.84 7.98 8.49 0.2 387.24 3h 3.39 220.71 222.51 222.53 0.000925 0.76 7.49 8.21 0.19 387.00 Lat Struct 381.52 1h 0.54 220.25 222.6 222.6 0.000002 0.03 29.51 25.24 0.01 381.52 2h 0.54 220.25 222.57 222.57 0.000002 0.04 28.81 25.13 0.01 381.52 3h 0.54 220.25 222.51 222.51 0.000002 0.04 27.3 24.91 0.01 381.00 Culvert 346.80 1h 0.54 220 222.6 222.6 0.000001 0.02 44.08 18.62 0 346.80 2h 0.54 220 222.57 222.57 0.000001 0.02 43.57 18.62 0 346.80 3h 0.54 220 222.51 222.51 0.000001 0.02 42.44 18.62 0 345.80 1h 0.54 220 222.6 222.6 0.000001 0.02 44.08 18.62 0 345.80 2h 0.54 220 222.57 222.57 0.000001 0.02 43.57 18.62 0 345.80 3h 0.54 220 222.51 222.51 0.000001 0.02 42.44 18.62 0 345.44 1h 0.54 220 222.6 220.19 222.6 0.000001 0.02 44.08 18.62 0 345.44 2h 0.54 220 222.57 220.19 222.57 0.000001 0.02 43.57 18.62 0 345.44 3h 0.54 220 222.51 220.19 222.51 0.000001 0.02 42.44 18.62 0 345.40 Inl Struct 345.00 1h 0.54 218.45 222.6 222.6 0 0.01 47.26 18.62 0
STATO ATTUALE 6
345.00 2h 0.54 218.45 222.57 222.57 0 0.02 46.74 18.62 0 345.00 3h 0.54 218.45 222.51 222.51 0.000001 0.02 45.62 18.62 0 344.00 1h 0.54 218.45 222.6 222.6 0 0.01 47.26 18.62 0 344.00 2h 0.54 218.45 222.57 222.57 0 0.02 46.74 18.62 0 344.00 3h 0.54 218.45 222.51 222.51 0 0.02 45.62 18.62 0 343.00 Culvert 1.85 1h 0.54 216.5 218.39 218.39 0.000006 0.05 12.19 11.69 0.01 1.85 2h 0.54 216.5 218.39 218.39 0.000007 0.05 12.14 11.69 0.01 1.85 3h 0.54 216.5 218.39 218.39 0.000007 0.05 12.12 11.69 0.01 0.95 1h 0.54 216.36 218.39 218.39 0.000004 0.05 13.84 11.12 0.01 0.95 2h 0.54 216.36 218.39 218.39 0.000004 0.05 13.79 11.12 0.01 0.95 3h 0.54 216.36 218.39 218.39 0.000004 0.05 13.77 11.12 0.01Culvert
River Sta Plan E.G. US.
W.S. US. E.G. IC E.G. OC Min El Weir
Flow
Q Culv Group
Delta WS Culv Vel US Culv Vel DS (m) (m) (m) (m) (m) (m3/s) (m) (m/s) (m/s) 410.8 Culvert #2 1h 224.36 224.36 223.95 224.36 225.25 0.56 1.77 0.63 1.77 410.8 Culvert #1 1h 224.36 224.36 223.26 224.36 225.25 3.63 1.77 3.3 3.3 410.8 Culvert #2 2h 224.24 224.24 223.84 224.24 225.25 0.4 1.68 0.5 1.57 410.8 Culvert #1 2h 224.24 224.24 223.19 224.24 225.25 3.53 1.68 3.21 3.21 410.8 Culvert #2 3h 223.96 223.96 223.59 223.97 225.25 0.09 1.45 0.17 0.96 410.8 Culvert #1 3h 223.96 223.96 223.04 223.96 225.25 3.3 1.45 3 3 381 Culvert #1 1h 222.6 222.6 220.52 222.6 226.54 0.54 0 0.14 0.14 381 Culvert #1 2h 222.57 222.57 220.52 222.57 226.54 0.54 0 0.13 0.13 381 Culvert #1 3h 222.51 222.51 220.51 222.51 226.54 0.54 0 0.13 0.13 343 Culvert #1 1h 220.57 222.6 219.11 220.57 221.06 0.54 4.2 1.08 1.08 343 Culvert #1 2h 220.55 222.57 219.11 220.55 221.06 0.54 4.18 1.07 1.07 343 Culvert #1 3h 220.52 222.51 219.11 220.52 221.06 0.54 4.12 1.07 1.07
Inline Structure
River Sta Plan E.G. Elev W.S. Elev Q Total Q Weir Q Gates
(m) (m) (m3/s) (m3/s) (m3/s) 345.4 1h 222.6 222.6 0.54 0.54 345.4 2h 222.57 222.57 0.54 0.54 345.4 3h 222.51 222.51 0.54 0.54
Lateral Structure
River Sta Pla n Q US Q Leaving Total Q DS Q Weir Wr Top Wdth Weir Max Depth Weir Avg Depth Min El Weir Flow E.G. US. W.S. US. E.G. DS W.S. DS (m3 /s) (m3/s) (m3 /s) (m3/ s) (m) (m) (m) (m) (m) (m) (m) (m) 387 1h 4.19 3.65 0.54 3.65 9.23 0.93 0.47 221.67 222.62 222.59 222.6 222.6 387 2h 3.93 3.39 0.54 3.39 8.96 0.9 0.45 221.67 222.59 222.57 222.57 222.57 387 3h 3.39 2.85 0.54 2.85 8.37 0.84 0.42 221.67 222.53 222.51 222.51 222.51FOSSO DI POGGIO ORLANDO – Tr 200 Moto Vario
0 .8 1 .0 1 .2 1 .4 1 .6 1 .8 216 218 220 222 224 226 228 230 232 1 ) 1 h T r2 0 0 2 ) 2 h T r2 0 0 3 ) 3 h T r2 0 0 M a in C h a n n e l D is ta n c e ( k m ) Ele va tio n ( m) L e g e n d E G M a x WS 2 h T r2 0 0 W S M a x W S 2 h T r2 0 0 E G M a x WS 1 h T r2 0 0 W S M a x W S 1 h T r2 0 0 E G M a x WS 3 h T r2 0 0 W S M a x W S 3 h T r2 0 0 C ri t M a x W S 1 h T r2 0 0 C ri t M a x W S 2 h T r2 0 0 C ri t M a x W S 3 h T r2 0 0 G ro u n d 0.. . 343 381 41 0.8 45 5.6 36 49 5.1 53 4 53 8.3 1 58 4.6 78 2 62 7.0 88 4 66 0.6 07 7 70 3.7 70 9 76 3.5 53 6 O rl a n d o M a s s im in aSTATO ATTUALE 8
Sezioni
River
Sta Plan Q Total Min Ch El W.S. Elev Crit W.S. E.G.
Elev E.G. Slope Vel Chnl
Flow
Area Top Width
Froude # Chl (m3/s) (m) (m) (m) (m) (m/m) (m/s) (m2) (m) 763.55 1h 10.13 229.36 230.86 230.98 0.015841 2.03 9.17 21.32 0.65 763.55 2h 7.2 229.36 230.69 230.82 0.017363 1.97 6.52 16.25 0.67 763.55 3h 5.6 229.36 230.61 230.73 0.016274 1.82 5.34 13.66 0.64 703.77 1h 10.09 228.81 229.4 229.39 229.56 0.028108 1.84 6.19 19.45 0.92 703.77 2h 7.21 228.81 229.33 229.31 229.46 0.029022 1.63 4.8 18.37 0.9 703.77 3h 5.6 228.81 229.28 229.26 229.39 0.029244 1.49 3.97 17.39 0.89 660.61 1h 10.16 227.46 227.92 227.9 228.09 0.037447 2.17 7.19 20.6 1.07 660.61 2h 7.2 227.46 227.84 227.82 227.97 0.040766 1.95 5.52 19.13 1.07 660.61 3h 5.6 227.46 227.79 227.77 227.9 0.041814 1.79 4.62 18.25 1.06 627.09 1h 9.71 226.15 227.35 227.38 0.00259 0.85 15.38 31.58 0.3 627.09 2h 7.2 226.15 227.15 227.18 0.004072 0.89 10.56 28.09 0.36 627.09 3h 5.6 226.15 227.1 227.12 0.003429 0.78 9.32 27.36 0.33 584.68 1h 8.5 225.5 226.24 226.35 0.021373 1.81 8.8 32.71 0.82 584.68 2h 5.93 225.5 226.16 226.16 226.27 0.024332 1.72 6.23 31.35 0.85 584.68 3h 4.64 225.5 226.12 226.13 226.22 0.024473 1.62 4.95 30.66 0.84 538.31 1h 6.35 224.31 225.19 225.2 0.00131 0.52 12.61 24.28 0.21 538.31 2h 6.06 224.31 225.11 225.12 0.001879 0.57 10.75 22.42 0.25 538.31 3h 5.39 224.31 224.89 224.92 0.006758 0.84 6.41 17.42 0.44 495.15 1h 6.08 222.38 225.17 225.17 0.000056 0.22 50.49 62.18 0.05 495.15 2h 5.81 222.38 225.08 225.08 0.000061 0.22 47.46 61.52 0.05 495.15 3h 5.14 222.38 224.77 224.77 0.000097 0.25 37.26 58.92 0.06 455.64 1h 6.06 222.1 225.17 225.17 0.000002 0.05 144.8 73.79 0.01 455.64 2h 5.81 222.1 225.08 225.08 0.000002 0.05 138.19 73.27 0.01 455.64 3h 5.12 222.1 224.77 224.77 0.000003 0.06 115.75 71.32 0.01 411.35 1h 6.04 220.99 225.17 225.17 0.000001 0.05 235.63 83.22 0.01 411.35 2h 5.8 220.99 225.08 225.08 0.000001 0.05 228.18 82.5 0.01 411.35 3h 5.12 220.99 224.77 224.77 0.000001 0.05 202.96 80.01 0.01 410.80 Culvert 387.24 1h 6.04 220.71 222.75 222.8 0.001643 1.11 9.65 9.37 0.25 387.24 2h 5.8 220.71 222.73 222.78 0.00158 1.08 9.47 9.28 0.25 387.24 3h 5.12 220.71 222.68 222.71 0.0014 1 8.96 9.02 0.23 387.00 Lat Struct 381.52 1h 0.55 220.25 222.77 222.77 0.000001 0.03 33.76 25.86 0.01 381.52 2h 0.55 220.25 222.75 222.75 0.000001 0.03 33.25 25.79 0.01 381.52 3h 0.55 220.25 222.69 222.69 0.000002 0.03 31.76 25.57 0.01 381.00 Culvert 346.80 1h 0.55 220 222.76 222.76 0 0.02 47.18 18.62 0 346.80 2h 0.55 220 222.74 222.74 0 0.02 46.81 18.62 0 346.80 3h 0.55 220 222.69 222.69 0 0.02 45.73 18.62 0 345.80 1h 0.55 220 222.76 222.76 0 0.02 47.18 18.62 0 345.80 2h 0.55 220 222.74 222.74 0 0.02 46.81 18.62 0 345.80 3h 0.55 220 222.69 222.69 0 0.02 45.73 18.62 0 345.44 1h 0.55 220 222.76 220.19 222.76 0 0.02 47.18 18.62 0 345.44 2h 0.55 220 222.74 220.19 222.74 0 0.02 46.81 18.62 0 345.44 3h 0.55 220 222.69 220.19 222.69 0 0.02 45.73 18.62 0
345.40 Inl Struct 345.00 1h 0.55 218.45 222.76 222.76 0 0.01 50.35 18.62 0 345.00 2h 0.55 218.45 222.74 222.74 0 0.01 49.99 18.62 0 345.00 3h 0.55 218.45 222.69 222.69 0 0.01 48.9 18.62 0 344.00 1h 0.55 218.45 222.76 222.76 0 0.01 50.35 18.62 0 344.00 2h 0.55 218.45 222.74 222.74 0 0.01 49.99 18.62 0 344.00 3h 0.55 218.45 222.69 222.69 0 0.01 48.9 18.62 0 343.00 Culvert 1.85 1h 0.54 216.5 218.58 218.58 0.000004 0.05 14.34 11.69 0.01 1.85 2h 0.55 216.5 218.67 218.67 0.000003 0.04 15.43 11.69 0.01 1.85 3h 0.55 216.5 218.57 218.57 0.000004 0.05 14.27 11.69 0.01 0.95 1h 0.54 216.36 218.58 218.58 0.000002 0.04 15.88 11.12 0.01 0.95 2h 0.55 216.36 218.67 218.67 0.000002 0.04 16.92 11.12 0.01 0.95 3h 0.54 216.36 218.57 218.57 0.000002 0.04 15.81 11.12 0.01
Culvert
River Sta Plan E.G. US.
W.S.
US. E.G. IC E.G. OC
Min El Weir Flow Q Culv Group Delta WS Culv Vel US Culv Vel DS (m) (m) (m) (m) (m) (m3/s) (m) (m/s) (m/s) 410.8 Culvert #2 1h 225.19 225.17 224.56 225.2 225.25 1.78 2.41 1.78 2.59 410.8 Culvert #1 1h 225.19 225.17 223.73 225.19 225.25 4.26 2.41 3.87 3.87 410.8 Culvert #2 2h 225.07 225.08 224.49 225.08 225.25 1.62 2.34 1.62 2.52 410.8 Culvert #1 2h 225.07 225.08 223.66 225.07 225.25 4.17 2.34 3.79 3.79 410.8 Culvert #2 3h 224.76 224.77 224.29 224.76 225.25 1.18 2.09 1.18 2.26 410.8 Culvert #1 3h 224.76 224.77 223.48 224.76 225.25 3.94 2.09 3.58 3.58 381 Culvert #1 1h 222.77 222.77 220.52 222.77 226.54 0.55 0 0.14 0.14 381 Culvert #1 2h 222.75 222.75 220.52 222.75 226.54 0.55 0.01 0.14 0.14 381 Culvert #1 3h 222.69 222.69 220.52 222.69 226.54 0.55 0 0.14 0.14 343 Culvert #1 1h 220.84 222.76 219.12 220.84 221.06 0.55 4.19 1.1 1.1 343 Culvert #1 2h 220.92 222.74 219.12 220.92 221.06 0.55 4.07 1.1 1.1 343 Culvert #1 3h 220.79 222.69 219.12 220.79 221.06 0.55 4.11 1.09 1.09
Inline Structure
River Sta Plan E.G. Elev W.S. Elev Q Total Q Weir
(m) (m) (m3/s) (m3/s) 345.4 1hTr200 222.76 222.76 0.55 0.55 345.4 2hTr200 222.74 222.74 0.55 0.55 345.4 3hTr200 222.69 222.69 0.55 0.55
Lateral Structure
River Sta Pla n Q US Q Leavin g Total Q DS Q Weir Wr Top Wdth Weir Max Dept h Weir Avg Dept h Min El Weir Flow E.G. US. W.S. US. E.G. DS W.S. DS (m3/s) (m3/s) (m3/s) (m3/s) (m) (m) (m) (m) (m) (m) (m) (m) 387 1h 6.04 5.49 0.55 5.49 10.84 1.1 0.55 221.67 222.8 222.75 222.77 222.77 387 2h 5.8 5.25 0.55 5.25 10.65 1.08 0.54 221.67 222.78 222.73 222.75 222.75 387 3h 5.12 4.57 0.55 4.57 10.09 1.02 0.51 221.67 222.71 222.68 222.69 222.69STATO ATTUALE 10
FOSSO MASSIMINA - Tr 30 Moto Vario
2 2 .4 2 2 .6 2 2 .8 2 3 .0 2 3 .2 2 3 .4 2 3 .6 212 214 216 218 220 222 224 226 1 ) 1 h T r3 0 2 ) 2 h T r3 0 3 ) 3 h T r3 0 M a in C h a n n e l D is ta n c e ( k m ) Ele va tio n ( m) L e g e n d C ri t M a x W S 1 h T r3 0 C ri t M a x W S 2 h T r3 0 C ri t M a x W S 3 h T r3 0 E G M a x WS 3 h T r3 0 W S M a x W S 3 h T r3 0 E G M a x WS 2 h T r3 0 W S M a x W S 2 h T r3 0 E G M a x WS 1 h T r3 0 W S M a x W S 1 h T r3 0 G ro u n d 22 .4 ... 50 .3 18 4.. . 96 .2 92 6.. . 12 5.3 06 *.. . 15 4.3 19 * 18 3.3 33 * 21 2.3 47 * 24 1.3 60 * 27 0.3 74 2 29 3.3 49 2 32 4.4 76 9 35 8.0 70 2 37 6.0 49 9 40 1.9 64 4 42 9.6 63 9 47 1.6 49 4.9 35 55 1.3 60 3.1 62 63 1.2 90 7 67 1.5 96 8 69 8.4 21 1 73 2.2 86 8 76 1.2 45 5 79 2.9 12 82 7.9 87 9 86 6.3 72 5 91 4.9 54 2 95 6.5 10 4 99 2.1 91 5 10 26 .6 62 10 61 .1 74 11 02 .7 97 11 37 .1 43 11 68 .5 7 M a s s im in a 2 S ta g g ia M a s s im in a S ta g g ia
Sezioni
River Sta
Plan Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (m3/s) (m) (m) (m) (m) (m/m) (m/s) (m2) (m) 1168.57 1h 29.9 222.83 225.06 225.17 0.006 1.84 35.79 60.36 0.48 1168.57 2h 24.2 222.83 224.95 225.06 0.006 1.77 29.34 57.62 0.48 1168.57 3h 19.3 222.83 224.83 224.94 0.006 1.73 22.51 51.95 0.49 1137.14 1h 29.87 222.84 224.53 224.4 224.87 0.023 3.3 21.2 50.03 0.95 1137.14 2h 24.19 222.84 224.43 224.45 224.75 0.023 3.09 16.82 39.19 0.93 1137.14 3h 19.3 222.84 224.33 224.34 224.6 0.021 2.81 13.46 29.66 0.88 1102.80 1h 29.84 222.59 224.12 224.21 0.009 2.11 33.92 52.14 0.6 1102.80 2h 24.18 222.59 224.02 224.1 0.009 2.01 28.75 49.91 0.6 1102.80 3h 19.3 222.59 223.92 224 0.009 1.92 23.9 47.71 0.6 1061.17 1h 29.82 222.04 223.75 223.84 0.009 2.13 32.87 51.21 0.6 1061.17 2h 24.17 222.04 223.64 223.73 0.010 2.06 27.4 48.98 0.6 1061.17 3h 19.3 222.04 223.54 223.63 0.010 1.96 22.61 46.93 0.6 1026.66 1h 29.8 222.11 223.48 223.55 0.007 1.73 35.65 53.33 0.54 1026.66 2h 24.16 222.11 223.37 223.44 0.007 1.64 30.08 51.46 0.54 1026.66 3h 19.3 222.11 223.28 223.34 0.007 1.53 25.21 49.4 0.53 992.19 1h 29.79 221.77 223.15 223.25 0.011 2.02 29.84 49.94 0.65 992.19 2h 24.16 221.77 223.06 223.15 0.011 1.9 25.32 47.38 0.64 992.19 3h 19.3 221.77 222.96 223.05 0.011 1.78 21.09 44.5 0.63 956.51 1h 29.78 221.2 222.69 222.84 0.015 2.34 26.74 48.82 0.75 956.51 2h 24.15 221.2 222.62 222.75 0.014 2.15 23.17 46.07 0.72 956.51 3h 19.3 221.2 222.55 222.65 0.013 1.93 20.02 42.16 0.67 914.95 1h 29.76 220.78 222.33 222.38 0.007 1.67 48.3 103.85 0.51 914.95 2h 24.15 220.78 222.25 222.31 0.007 1.63 40.45 99.1 0.52 914.95 3h 19.29 220.78 222.19 222.24 0.007 1.55 34.23 95.74 0.51 866.37 1h 22.24 220.48 222.04 222.07 0.003 1.14 42.61 75.7 0.36 866.37 2h 20.99 220.48 222 222.03 0.004 1.15 39.66 74.34 0.38 866.37 3h 18.92 220.48 221.85 221.9 0.007 1.4 29.18 69.28 0.5 827.99 1h 19.84 220.31 221.97 221.98 0.001 0.72 66.21 88.68 0.2 827.99 2h 19.37 220.31 221.92 221.93 0.001 0.75 62.13 87.13 0.22 827.99 3h 18.13 220.31 221.68 221.7 0.003 1.03 42.12 78.48 0.33 792.91 1h 19.2 220.15 221.95 221.95 0.000 0.54 86.31 103.6 0.15 792.91 2h 18.87 220.15 221.9 221.9 0.001 0.56 81.27 99.42 0.15 792.91 3h 17.63 220.15 221.61 221.62 0.001 0.78 54.33 88.14 0.24 761.25 1h 19.04 219.72 221.94 221.94 0.000 0.4 112.76 112.56 0.1 761.25 2h 18.81 219.72 221.89 221.89 0.000 0.41 107.03 111.06 0.1 761.25 3h 17.44 219.72 221.59 221.59 0.001 0.54 75.48 100.12 0.15 732.29 1h 18.96 219.8 221.93 221.94 0.000 0.34 134.31 117.2 0.08 732.29 2h 18.75 219.8 221.88 221.89 0.000 0.35 128.32 115.42 0.08 732.29 3h 17.38 219.8 221.58 221.58 0.000 0.45 94.06 107.29 0.12 698.42 1h 18.96 219.4 221.93 221.93 0.000 0.37 131.32 108.51 0.08 698.42 2h 18.7 219.4 221.88 221.88 0.000 0.38 125.71 106.51 0.08 698.42 3h 17.31 219.4 221.57 221.57 0.000 0.48 94.06 96.3 0.11 671.60 1h 18.91 218.88 221.93 221.93 0.000 0.36 126.29 95.67 0.07 671.60 2h 18.69 218.88 221.87 221.88 0.000 0.37 121.31 94.63 0.08 671.60 3h 17.32 218.88 221.56 221.56 0.000 0.44 92.62 86.41 0.1 631.29 1h 18.9 218.85 221.92 221.93 0.000 0.38 109.92 73.07 0.08 631.29 2h 18.66 218.85 221.87 221.87 0.000 0.39 106.09 72.32 0.08 631.29 3h 17.3 218.85 221.55 221.55 0.000 0.46 83.67 68.15 0.1 603.16 1h 18.89 218.44 221.92 221.92 0.000 0.39 116.84 76.27 0.07 603.16 2h 18.64 218.44 221.87 221.87 0.000 0.4 112.82 75.53 0.07 603.16 3h 17.3 218.44 221.55 221.55 0.000 0.46 89.46 69.44 0.09
STATO ATTUALE 12
551.89 1h 18.88 217.43 221.92 221.92 0.000 0.27 153.49 87.51 0.04 551.89 2h 18.64 217.43 221.86 221.86 0.000 0.28 148.85 86.7 0.04 551.89 3h 17.29 217.43 221.54 221.54 0.000 0.32 121.63 81.82 0.05 551.30 Culvert 510.57 1h 18.81 217.41 220.31 220.35 0.002 1.06 32.28 34.06 0.21 510.57 2h 18.59 217.41 220.27 220.32 0.002 1.08 31.12 33.9 0.22 510.57 3h 17.28 217.41 220.09 220.15 0.002 1.21 25.07 33.04 0.25 494.94 1h 18.81 217.58 220.31 220.32 0.000 0.43 77.01 55.27 0.1 494.94 2h 18.59 217.58 220.28 220.28 0.000 0.44 75.13 55 0.1 494.94 3h 17.28 217.58 220.1 220.1 0.000 0.46 65.43 52.74 0.11 483.17 1h 18.8 217.32 220.31 220.31 0.000 0.42 86.29 60.42 0.09 483.17 2h 18.59 217.32 220.28 220.28 0.000 0.43 84.23 60.11 0.09 483.17 3h 17.28 217.32 220.1 220.1 0.000 0.45 73.6 57.98 0.1 472.16 1h 18.8 217.27 220.31 218.74 220.31 0.000 0.46 83.42 62.93 0.09 472.16 2h 18.59 217.27 220.27 218.73 220.28 0.000 0.46 81.26 62.44 0.09 472.16 3h 17.28 217.27 220.09 218.6 220.1 0.000 0.5 70.19 59.85 0.1 471.60 Bridge 429.66 1h 18.8 217.11 219.42 219.48 0.002 1.39 27.9 28.63 0.3 429.66 2h 18.59 217.11 219.41 219.47 0.002 1.39 27.54 28.41 0.3 429.66 3h 17.28 217.11 219.33 219.39 0.002 1.37 25.42 27.11 0.3 418.21 1h 18.8 217.07 219.42 218.55 219.45 0.001 0.97 36.65 30.23 0.22 418.21 2h 18.59 217.07 219.41 218.54 219.44 0.001 0.97 36.27 30.17 0.22 418.21 3h 17.28 217.07 219.33 218.51 219.36 0.001 0.96 33.97 29.79 0.22 417.70 Bridge 401.96 1h 18.8 217.02 218.73 218.91 0.014 2.63 13.62 15.47 0.67 401.96 2h 18.59 217.02 218.72 218.91 0.014 2.62 13.5 15.45 0.67 401.96 3h 17.28 217.02 218.68 218.86 0.014 2.56 12.87 15.31 0.66 393.60 1h 0.11 216.87 218.72 218.72 0.000 0.01 18.33 28.41 0 393.60 2h 18.59 216.87 218.66 218.79 0.006 1.75 16.55 28.26 0.48 393.60 3h 0.05 216.87 218.64 218.64 0.000 0.01 16 28.21 0 387.43 1h 18.8 216.59 218.39 218.77 0.023 2.7 6.95 7.38 0.89 387.43 2h 18.59 216.59 218.39 218.76 0.023 2.69 6.92 7.36 0.88 387.43 3h 16.9 216.59 218.39 218.69 0.019 2.45 6.91 7.35 0.81 376.05 1h 19.34 216.02 218.39 218.65 0.016 2.25 8.6 9.18 0.71 376.05 2h 19.13 216.02 218.39 218.64 0.015 2.24 8.56 9.01 0.71 376.05 3h 17.44 216.02 218.39 218.6 0.013 2.04 8.54 8.92 0.65 374.66 1h 19.34 215.64 218.5 217.53 218.56 0.002 1.22 30.09 85.6 0.3 374.66 2h 19.13 215.64 218.49 217.52 218.55 0.002 1.22 29.65 85.6 0.3 374.66 3h 17.81 215.64 218.47 217.47 218.53 0.002 1.17 28.24 85.6 0.29 374.00 Bridge 358.07 1h 19.34 216.06 218.29 217.84 218.49 0.010 2.02 11.19 40.99 0.57 358.07 2h 19.13 216.06 218.28 217.83 218.49 0.010 2.01 10.96 38.44 0.57 358.07 3h 17.82 216.06 218.23 218.43 0.010 1.97 9.74 22.75 0.57 324.48 1h 19.34 215.42 217.86 218.09 0.015 2.12 9.13 38.81 0.69 324.48 2h 19.12 215.42 217.86 218.08 0.015 2.1 9.09 38.33 0.69 324.48 3h 17.82 215.42 217.83 218.03 0.014 2.02 8.81 34.95 0.67 293.35 1h 19.33 215.33 217.68 217.74 0.005 1.22 27.72 60.48 0.4 293.35 2h 19.12 215.33 217.68 217.74 0.005 1.22 27.46 60.15 0.4 293.35 3h 17.81 215.33 217.65 217.71 0.005 1.2 25.7 57.83 0.4 281.63 1h 19.13 215.15 217.44 216.95 217.72 0.014 2.39 10.65 21.39 0.58 281.63 2h 19.06 215.15 217.45 216.95 217.72 0.013 2.38 10.66 21.43 0.58 281.63 3h 17.78 215.15 217.44 216.89 217.68 0.012 2.22 10.62 21.31 0.54281.10 Bridge 270.37 1h 19.33 215.07 217.49 217.57 0.007 1.56 25.07 52.21 0.45 270.37 2h 19.12 215.07 217.48 217.56 0.007 1.55 24.83 52.01 0.45 270.37 3h 17.81 215.07 217.45 217.53 0.007 1.56 22.94 50.4 0.45 96.29 1h 19.12 213.67 216.47 216.53 0.002 1.12 27.14 39.39 0.29 96.29 2h 19.04 213.67 216.59 216.63 0.002 0.98 31.75 41.16 0.25 96.29 3h 17.76 213.67 216.6 216.63 0.001 0.91 32.09 41.22 0.23 50.32 1h 19.12 213.68 216.37 216.42 0.002 1.05 29.25 42.27 0.3 50.32 2h 19.02 213.68 216.52 216.54 0.002 0.84 35.75 48.95 0.26 50.32 3h 17.75 213.68 216.54 216.56 0.002 0.76 36.82 49.28 0.23 22.44 1h 19.11 213.1 216.35 216.36 0.001 0.6 63.17 105.14 0.15 22.44 2h 19.02 213.1 216.5 216.5 0.000 0.5 78.67 108.34 0.12 22.44 3h 17.75 213.1 216.52 216.53 0.000 0.45 81.48 108.67 0.11
Culvert
River Sta Plan E.G. US. W.S. US. E.G. IC E.G. OC Min El Weir Flow Q Culv Group Delta WS Culv Vel US Culv Vel DS (m) (m) (m) (m) (m) (m3/s) (m) (m/s) (m/s) 551.3 Culvert #2 1h 221.89 221.92 221.95 221.89 222.06 1.51 1.61 2.32 2.32 551.3 Culvert #1 1h 221.89 221.92 220.95 221.89 222.06 17.37 1.61 3.47 3.47 551.3 Culvert #2 2h 221.83 221.86 221.89 221.82 222.06 1.42 1.59 2.19 2.19 551.3 Culvert #1 2h 221.83 221.86 220.91 221.83 222.06 17.22 1.59 3.44 3.44 551.3 Culvert #2 3h 221.52 221.54 221.46 221.52 222.06 0.84 1.45 2.02 1.68 551.3 Culvert #1 3h 221.52 221.54 220.69 221.52 222.06 16.45 1.45 3.29 3.29
Bridge
River Sta Plan E.G. US. Min El Prs BR Open Area Prs O WS Q Total Min El Weir Flow Q Weir Delta EG
(m) (m) (m2) (m) (m3/s) (m) (m3/s) (m) 471.6 1h 220.31 219.47 6.34 220.11 18.8 222.72 0.64 471.6 2h 220.28 219.47 6.34 220.08 18.59 222.72 0.62 471.6 3h 220.1 219.47 6.34 219.91 17.28 222.72 0.53 417.7 1h 219.45 221.93 34.56 18.8 223.3 0.53 417.7 2h 219.44 221.93 34.56 18.59 223.3 0.53 417.7 3h 219.36 221.93 34.56 17.28 223.3 0.5 374 1h 218.56 217.68 3.98 19.34 218.15 12.88 0.01 374 2h 218.55 217.68 3.98 19.13 218.15 12.59 0.01 374 3h 218.53 217.68 3.98 17.81 218.15 10.83 0.05 281.1 1h 217.72 217.24 4.77 19.13 216.97 10.23 0.2 281.1 2h 217.72 217.24 4.77 19.06 216.97 10.12 0.2 281.1 3h 217.68 217.24 4.77 17.78 216.97 8.75 0.2
STATO ATTUALE 14
FOSSO MASSIMINA – Tr 200 Moto Vario
2 2 .4 2 2 .6 2 2 .8 2 3 .0 2 3 .2 2 3 .4 2 3 .6 212 214 216 218 220 222 224 226 1 ) 1 h T r2 0 0 2 ) 2 h T r2 0 0 3 ) 3 h T r2 0 0 M a in C h a n n e l D is ta n c e ( k m ) Ele va tio n ( m) L e g e n d C ri t M a x W S 2 h T r2 0 0 C ri t M a x W S 3 h T r2 0 0 C ri t M a x W S 1 h T r2 0 0 E G M a x WS 3 h T r2 0 0 W S M a x W S 3 h T r2 0 0 E G M a x WS 2 h T r2 0 0 W S M a x W S 2 h T r2 0 0 E G M a x WS 1 h T r2 0 0 W S M a x W S 1 h T r2 0 0 G ro u n d 22 .4 ... 50 .3 18 4.. . 96 .2 92 6.. . 12 5.3 06 *.. . 15 4.3 19 * 18 3.3 33 * 21 2.3 47 * 24 1.3 60 * 27 0.3 74 2 29 3.3 49 2 32 4.4 76 9 35 8.0 70 2 38 7.4 29 41 7.7 47 1.6 49 4.9 35 55 1.3 60 3.1 62 63 1.2 90 7 67 1.5 96 8 69 8.4 21 1 73 2.2 86 8 76 1.2 45 5 79 2.9 12 82 7.9 87 9 86 6.3 72 5 91 4.9 54 2 95 6.5 10 4 99 2.1 91 5 10 26 .6 62 10 61 .1 74 11 02 .7 97 11 37 .1 43 11 68 .5 7 M a s s im in a 2 S ta g g ia M a s s im in a S ta g g ia
Sezioni
River Sta Pla n Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (m3/s) (m) (m) (m) (m) (m/m) (m/s) (m2) (m) 1168.57 1h 44.9 222.83 225.22 225.36 0.007 2.22 45.71 64.33 0.55 1168.57 2h 36 222.83 225.12 225.25 0.007 2.05 39.18 61.74 0.52 1168.57 3h 28.6 222.83 225.04 225.15 0.006 1.82 34.49 59.82 0.48 1137.14 1h 44.87 222.84 224.73 224.77 225.04 0.021 3.44 32.09 57.19 0.92 1137.14 2h 35.98 222.84 224.61 224.69 224.95 0.022 3.39 25.66 53.84 0.94 1137.14 3h 28.6 222.84 224.51 224.39 224.85 0.023 3.23 20.5 48.45 0.94 1102.80 1h 44.84 222.59 224.34 224.44 0.009 2.34 46.01 57.04 0.61 1102.80 2h 35.97 222.59 224.21 224.31 0.009 2.21 38.94 54.23 0.61 1102.80 3h 28.6 222.59 224.1 224.19 0.009 2.08 32.95 51.73 0.59 1061.17 1h 44.82 222.04 223.96 224.07 0.010 2.38 44.26 55.09 0.62 1061.17 2h 35.96 222.04 223.84 223.94 0.010 2.26 37.48 52.99 0.61 1061.17 3h 28.6 222.04 223.73 223.82 0.009 2.11 31.79 50.78 0.6 1026.66 1h 44.8 222.11 223.68 223.77 0.008 2.01 46.89 56.7 0.57 1026.66 2h 35.96 222.11 223.56 223.64 0.008 1.87 40.16 54.79 0.56 1026.66 3h 28.6 222.11 223.46 223.53 0.007 1.71 34.53 52.96 0.53 992.19 1h 44.77 221.77 223.36 223.48 0.011 2.27 40.44 52.74 0.66 992.19 2h 35.9 221.77 223.23 223.35 0.011 2.14 34.15 51.1 0.66 992.19 3h 28.54 221.77 223.13 223.23 0.011 2 28.72 49.57 0.65 956.51 1h 33.47 221.2 222.91 223 0.007 1.86 39.73 78.03 0.54 956.51 2h 28.5 221.2 222.96 223.01 0.004 1.47 44.31 98.04 0.42 956.51 3h 26.22 221.2 222.83 222.9 0.006 1.65 34.18 61.03 0.5 914.95 1h 25.42 220.78 222.82 222.83 0.001 0.62 104.47 122.55 0.16 914.95 2h 25.56 220.78 222.9 222.9 0.000 0.57 114.2 127.07 0.14 914.95 3h 24.1 220.78 222.73 222.73 0.001 0.67 93.25 119.05 0.18 866.37 1h 24.5 220.48 222.8 222.8 0.000 0.51 116.84 124.33 0.12 866.37 2h 24.98 220.48 222.88 222.89 0.000 0.48 127.15 126.96 0.11 866.37 3h 23.46 220.48 222.7 222.71 0.000 0.55 104.8 121.07 0.14 827.99 1h 24.15 220.31 222.79 222.79 0.000 0.39 151.04 118.57 0.09 827.99 2h 24.8 220.31 222.88 222.88 0.000 0.38 160.97 120.15 0.08 827.99 3h 23.25 220.31 222.69 222.7 0.000 0.41 139.35 116.68 0.09 792.91 1h 24.14 220.15 222.79 222.79 0.000 0.32 182.33 125.43 0.07 792.91 2h 24.72 220.15 222.87 222.87 0.000 0.31 192.88 127.02 0.06 792.91 3h 23.25 220.15 222.69 222.69 0.000 0.33 169.9 123.22 0.07 761.25 1h 24.04 219.72 222.79 222.79 0.000 0.26 220.27 139.66 0.05 761.25 2h 24.71 219.72 222.87 222.87 0.000 0.25 232.02 141.76 0.05 761.25 3h 23.19 219.72 222.69 222.69 0.000 0.27 206.39 137.14 0.06 732.29 1h 23.96 219.8 222.79 222.79 0.000 0.24 247.55 146.03 0.05 732.29 2h 24.65 219.8 222.87 222.87 0.000 0.23 259.89 148.13 0.04 732.29 3h 23.13 219.8 222.69 222.69 0.000 0.24 233.05 143.27 0.05 698.42 1h 24.02 219.4 222.78 222.79 0.000 0.26 236.54 135.73 0.05 698.42 2h 24.65 219.4 222.87 222.87 0.000 0.26 248.01 138.07 0.05 698.42 3h 23.13 219.4 222.68 222.69 0.000 0.27 223.04 132.6 0.05 671.60 1h 24.01 218.88 222.78 222.78 0.000 0.27 215.65 115.16 0.05 671.60 2h 24.64 218.88 222.87 222.87 0.000 0.26 225.35 116.38 0.05 671.60 3h 23.12 218.88 222.68 222.68 0.000 0.27 204.16 112.42 0.05 631.29 1h 23.99 218.85 222.78 222.78 0.000 0.3 178.06 84.79 0.05 631.29 2h 24.64 218.85 222.87 222.87 0.000 0.3 185.21 85.75 0.05 631.29 3h 23.11 218.85 222.68 222.68 0.000 0.31 169.57 83.51 0.05STATO ATTUALE 16
603.16 1h 23.98 218.44 222.78 222.78 0.000 0.3 188.07 88.81 0.05 603.16 2h 24.65 218.44 222.86 222.87 0.000 0.3 195.57 90.25 0.05 603.16 3h 23.1 218.44 222.68 222.68 0.000 0.31 179.16 87.38 0.05 551.89 1h 23.96 217.43 222.78 222.78 0.000 0.21 239.56 108.8 0.03 551.89 2h 24.63 217.43 222.86 222.86 0.000 0.21 248.77 110.26 0.03 551.89 3h 23.1 217.43 222.68 222.68 0.000 0.22 228.63 107.22 0.03 551.30 Culvert 510.57 1h 23.69 217.41 221.25 221.26 0.000 0.66 66.32 38.52 0.11 510.57 2h 24.44 217.41 221.42 221.43 0.000 0.62 72.92 39.33 0.1 510.57 3h 22.98 217.41 221.08 221.1 0.001 0.71 60.07 37.74 0.12 494.94 1h 23.7 217.58 221.25 221.25 0.000 0.33 131.6 60.82 0.06 494.94 2h 24.42 217.58 221.42 221.42 0.000 0.31 141.99 61.89 0.06 494.94 3h 22.98 217.58 221.08 221.09 0.000 0.34 121.69 60.02 0.07 483.17 1h 23.69 217.32 221.25 221.25 0.000 0.32 148.37 71.09 0.06 483.17 2h 24.43 217.32 221.42 221.42 0.000 0.31 160.52 72.06 0.05 483.17 3h 22.98 217.32 221.08 221.09 0.000 0.34 136.8 69.95 0.06 472.16 1h 23.69 217.27 221.25 219.07 221.25 0.000 0.32 148.83 76.37 0.05 472.16 2h 24.42 217.27 221.42 219.08 221.42 0.000 0.3 162.01 78.81 0.05 472.16 3h 22.98 217.27 221.08 219.05 221.09 0.000 0.34 136.5 74.03 0.06 471.60 Bridge 429.66 1h 23.69 217.11 219.7 219.76 0.002 1.41 36.53 33.36 0.28 429.66 2h 24.42 217.11 219.74 219.8 0.002 1.41 37.88 34.04 0.28 429.66 3h 22.98 217.11 219.66 219.72 0.002 1.41 35.22 32.69 0.28 418.21 1h 23.69 217.07 219.7 218.64 219.73 0.001 0.99 45.24 31.61 0.21 418.21 2h 24.42 217.07 219.74 218.65 219.77 0.001 1 46.51 31.81 0.21 418.21 3h 22.98 217.07 219.66 218.63 219.69 0.001 0.99 43.99 31.42 0.21 417.70 Bridge 401.96 1h 23.69 217.02 218.91 219.1 0.013 2.75 16.45 16.08 0.66 401.96 2h 24.39 217.02 218.82 219.07 0.018 3.09 15.04 15.78 0.77 401.96 3h 0.37 217.02 218.82 218.82 0.000 0.05 15.07 15.79 0.01 393.60 1h 23.68 216.87 218.87 218.99 0.005 1.75 22.54 28.69 0.45 393.60 2h 24.39 216.87 218.75 218.93 0.007 2.07 19.04 28.47 0.55 393.60 3h 0.08 216.87 218.82 218.82 0.000 0.01 21.09 28.61 0 387.43 1h 23.67 216.59 218.58 218.47 218.98 0.023 2.82 8.48 10.81 0.89 387.43 2h 24.39 216.59 218.67 218.5 219.02 0.019 2.64 9.66 14.59 0.82 387.43 3h 22.73 216.59 218.57 218.44 218.95 0.021 2.72 8.42 10.59 0.86 376.05 1h 24.21 216.02 218.58 218.85 0.014 2.34 11.37 17.23 0.69 376.05 2h 24.94 216.02 218.67 218.91 0.011 2.2 13.05 19.04 0.63 376.05 3h 23.27 216.02 218.57 218.83 0.013 2.27 11.27 17.17 0.67 374.66 1h 24.21 215.64 218.67 217.69 218.72 0.002 1.16 45.14 85.6 0.27 374.66 2h 24.94 215.64 218.74 217.72 218.78 0.002 1.08 51.17 85.6 0.25 374.66 3h 23.24 215.64 218.64 217.66 218.7 0.002 1.16 42.87 85.6 0.27 374.00 Bridge 358.07 1h 24.2 216.06 218.47 218.03 218.66 0.008 2.06 17.89 88.74 0.55 358.07 2h 25.14 216.06 218.48 218.06 218.69 0.008 2.09 18.79 93.58 0.55 358.07 3h 23.26 216.06 218.43 218 218.64 0.009 2.06 16.44 80.47 0.56 324.48 1h 24.16 215.42 217.99 218.26 0.016 2.34 10.34 41.99 0.72 324.48 2h 24.97 215.42 218.04 218.31 0.014 2.3 10.86 48.37 0.7 324.48 3h 23.49 215.42 217.99 218.25 0.014 2.25 10.43 43.04 0.7 293.35 1h 23.76 215.33 217.84 217.88 0.004 1.12 37.22 64.65 0.35293.35 2h 24.92 215.33 217.92 217.95 0.003 1.03 42.1 85.48 0.32 293.35 3h 23.48 215.33 217.86 217.9 0.003 1.07 38.58 70.45 0.34 281.63 1h 22.33 215.15 217.63 217.18 217.86 0.012 2.31 15.45 31.65 0.54 281.63 2h 24.92 215.15 217.76 217.5 217.97 0.011 2.28 20.68 55.63 0.51 281.63 3h 23.48 215.15 217.68 217.25 217.9 0.011 2.27 17.38 35.24 0.52 281.10 Bridge 270.37 1h 26.14 215.07 217.62 217.7 0.008 1.66 32.13 57.81 0.48 270.37 2h 24.92 215.07 217.62 217.69 0.007 1.58 32.2 57.86 0.45 270.37 3h 27.21 215.07 217.61 217.7 0.008 1.73 31.99 57.7 0.5 96.29 1h 24.06 213.67 216.8 216.84 0.002 0.98 40.79 42.75 0.24 96.29 2h 24.9 213.67 216.89 216.92 0.001 0.92 44.53 43.6 0.23 96.29 3h 23.33 213.67 216.9 216.92 0.001 0.86 44.87 43.68 0.21 50.32 1h 24.06 213.68 216.74 216.77 0.001 0.81 47.39 52.48 0.23 50.32 2h 24.88 213.68 216.84 216.86 0.001 0.75 52.52 54.4 0.21 50.32 3h 23.18 213.68 216.86 216.87 0.001 0.7 53.37 54.71 0.19 22.44 1h 24.06 213.1 216.73 216.74 0.000 0.49 104.59 111.4 0.11 22.44 2h 24.86 213.1 216.83 216.84 0.000 0.46 115.79 112.69 0.1 22.44 3h 22.96 213.1 216.85 216.85 0.000 0.41 117.75 112.92 0.09
Culvert
River Sta Plan E.G. US. W.S. US. E.G. IC E.G. OC Min El Weir Flow Q Culv Group Q Weir Delta WS Culv Vel US Culv Vel DS (m) (m) (m) (m) (m) (m3/s) (m3/s) (m) (m/s) (m/s) 551.3 Culvert #2 1h 222.78 222.78 221.93 222.78 222.06 1.48 5.4 1.53 2.28 2.28 551.3 Culvert #1 1h 222.78 222.78 220.86 222.78 222.06 17.07 5.4 1.53 3.41 3.41 551.3 Culvert #2 2h 222.86 222.86 221.9 222.86 222.06 1.44 6.59 1.45 2.21 2.21 551.3 Culvert #1 2h 222.86 222.86 220.73 222.86 222.06 16.6 6.59 1.45 3.32 3.32 551.3 Culvert #2 3h 222.68 222.68 221.95 222.68 222.06 1.51 4.17 1.6 2.32 2.32 551.3 Culvert #1 3h 222.68 222.68 220.97 222.68 222.06 17.42 4.17 1.6 3.48 3.48
Bridge
River Sta Plan E.G. US. Min El Prs BR Open Area Prs O WS Q Total Min El Weir Flow Q Weir Delta EG
(m) (m) (m2) (m) (m3/s) (m) (m3/s) (m) 471.6 1h 221.25 219.47 6.34 220.81 23.69 222.72 1.05 471.6 2h 221.42 219.47 6.34 220.92 24.42 222.72 1.12 471.6 3h 221.09 219.47 6.34 220.7 22.98 222.72 0.99 417.7 1h 219.73 221.93 34.56 23.69 223.3 0.63 417.7 2h 219.77 221.93 34.56 24.42 223.3 0.7 417.7 3h 219.69 221.93 34.56 22.98 223.3 0.87 374 1h 218.72 217.68 3.98 24.21 218.15 17.88 0 374 2h 218.78 217.68 3.98 24.94 218.15 18.55 0 374 3h 218.7 217.68 3.98 23.24 218.15 16.86 0 281.1 1h 217.86 217.24 4.77 22.33 216.97 14.34 0.14 281.1 2h 217.97 217.24 4.77 24.92 216.97 0.29 281.1 3h 217.9 217.24 4.77 23.48 216.97 15.18 0.15
FOSSO DI POGGIO ORLANDO – Tr 30 Moto Vario
2 .6 2 .8 3 .0 3 .2 214 216 218 220 222 224 226 228 230 232 1 ) 1 h T r 3 0 2 ) 2 h T r 3 0 3 ) 3 h T r 3 0 M a in C h a n n e l D is ta n c e ( k m ) Ele va tio n ( m) L e g e n d C ri t M a x W S 1 h T r 3 0 C ri t M a x W S 2 h T r 3 0 C ri t M a x W S 3 h T r 3 0 E G M a x WS 2 h T r 3 0 W S M a x W S 2 h T r 3 0 E G M a x WS 1 h T r 3 0 E G M a x WS 3 h T r 3 0 W S M a x W S 1 h T r 3 0 W S M a x W S 3 h T r 3 0 G ro u n d L e ft L e v e e R ig h t L e v e e 2.6 1.. . 47 .2 8.. . 10 2.4 5.. . 17 0.6 63 ... 19 0.7 33 4.. . 23 7.4 47 * 28 4.1 61 * 33 0.8 74 8 34 8.4 38 7.8 41 7.5 46 2.4 54 6 50 1.9 71 9 54 5.1 28 5 59 1.4 96 7 63 3.9 06 9 66 7.4 26 2 71 0.5 89 4 77 0.3 72 2 O rl a n d o M a s s im in aSTATO DI PROGETTO 20
Sezioni
River
Sta Plan Q Total
Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (m3/s) (m) (m) (m) (m) (m/m) (m/s) (m2) (m) 770.37 1h 6.65 229.36 230.61 230.74 0.012 1.94 5.34 13.65 0.68 770.37 2h 4.49 229.36 230.5 230.61 0.011 1.73 3.93 11.32 0.64 770.37 3h 3.6 229.36 230.44 230.54 0.010 1.61 3.31 10.36 0.62 710.59 1h 6.8 228.81 229.27 229.31 229.46 0.027 2.01 3.99 16.96 1.09 710.59 2h 4.9 228.81 229.22 229.24 229.37 0.025 1.75 3.18 15.5 1.03 710.59 3h 3.8 228.81 229.18 229.19 229.31 0.025 1.59 2.62 13.94 1 667.43 1h 6.9 227.46 227.78 227.81 227.96 0.042 2.18 4.17 17.67 1.32 667.43 2h 4.6 227.46 227.72 227.74 227.85 0.041 1.86 3.19 16.63 1.26 667.43 3h 3.7 227.46 227.7 227.71 227.81 0.041 1.7 2.78 16.15 1.22 633.91 1h 3.48 226.15 227.1 227.1 0.001 0.45 12.33 27.91 0.17 633.91 2h 3.42 226.15 227.03 227.04 0.001 0.52 10.57 26.38 0.21 633.91 3h 3.26 226.15 226.84 226.86 0.006 1.05 5.67 23.63 0.48 591.50 1h 6.82 225.51 226.18 226.26 0.012 1.56 7.25 31.43 0.76 591.50 2h 4.62 225.51 226.1 226.11 226.19 0.015 1.54 4.91 30.12 0.82 591.50 3h 3.5 225.51 226.07 226.08 226.15 0.014 1.4 3.99 29.58 0.77 545.13 1h 7.44 224.33 224.77 224.78 224.93 0.025 1.73 4.31 14.75 1.02 545.13 2h 5.2 224.33 224.68 224.7 224.83 0.034 1.75 2.97 12.57 1.15 545.13 3h 4.16 224.33 224.61 224.66 224.79 0.048 1.87 2.23 11.16 1.33 501.97 1h 3.96 222.38 224.31 224.31 0.000 0.35 23.15 37.92 0.1 501.97 2h 3.77 222.38 224.18 224.19 0.000 0.39 19.43 29.93 0.11 501.97 3h 3.32 222.38 223.87 223.88 0.001 0.57 11.03 26.06 0.19 462.45 1h 3.95 222.22 224.31 224.31 0.000 0.06 81.43 68.15 0.01 462.45 2h 3.73 222.22 224.18 224.18 0.000 0.06 72.65 67.07 0.01 462.45 3h 3.29 222.22 223.86 223.86 0.000 0.07 52.87 56.92 0.02 418.16 1h 3.94 220.99 224.31 224.31 0.000 0.05 167.06 76.31 0.01 418.16 2h 3.73 220.99 224.18 224.18 0.000 0.05 157.22 75.27 0.01 418.16 3h 3.29 220.99 223.86 223.86 0.000 0.05 133.85 72.73 0.01 417.50 Culvert 394.06 1h 3.94 220.71 221.81 221.85 0.003 0.98 4.02 6.24 0.39 394.06 2h 3.73 220.71 221.75 221.81 0.003 1.01 3.7 6 0.41 394.06 3h 3.29 220.71 221.64 221.7 0.005 1.09 3.03 5.44 0.46 388.34 1h 3.94 220.22 221.81 221.82 0.000 0.47 8.47 7.71 0.14 388.34 2h 3.73 220.22 221.76 221.77 0.000 0.46 8.07 7.55 0.14 388.34 3h 3.29 220.22 221.64 221.65 0.000 0.46 7.19 7.2 0.15 387.80 Culvert 352.26 1h 3.94 220.22 221.31 221.48 0.012 1.81 2.2 2.21 0.55 352.26 2h 3.73 220.22 221.27 221.43 0.012 1.77 2.12 2.17 0.55 352.26 3h 3.29 220.22 221.19 221.34 0.012 1.69 1.94 2.08 0.55 351.76 1h 3.94 220.22 221.3 220.95 221.47 0.012 1.82 2.18 2.2 0.56 351.76 2h 3.73 220.22 221.26 220.93 221.43 0.012 1.79 2.1 2.16 0.56 351.76 3h 3.29 220.22 221.18 220.87 221.33 0.012 1.71 1.92 2.07 0.56 351.74 Inl Struct 351.66 1h 3.94 217.5 218.55 218.73 0.005 1.88 2.09 2 0.59 351.66 2h 3.73 217.5 218.51 218.68 0.005 1.85 2.02 2 0.59 351.66 3h 3.29 217.5 218.42 218.58 0.005 1.79 1.83 2 0.6 348.87 1h 3.94 217.5 218.52 218.24 218.71 0.006 1.94 2.03 2 0.61
348.87 2h 3.73 217.5 218.48 218.21 218.67 0.006 1.9 1.96 2 0.61 348.87 3h 3.29 217.5 218.39 218.15 218.56 0.006 1.85 1.77 2 0.63 348.40 Bridge 330.87 1h 3.94 217.4 218.37 218.58 0.007 2.03 1.94 2 0.66 330.87 2h 3.73 217.4 218.33 218.54 0.007 2 1.86 2 0.66 330.87 3h 3.29 217.4 218.25 218.44 0.007 1.94 1.7 2 0.67 190.73 1h 3.92 216.47 217.47 217.67 0.006 1.96 2 2 0.63 190.73 2h 3.7 216.47 217.46 217.64 0.006 1.87 1.98 2 0.6 190.73 3h 3.28 216.47 217.41 217.57 0.005 1.74 1.88 2 0.57 174.60 1h 3.8 216.38 217.37 217.56 0.006 1.93 1.98 2 0.62 174.60 2h 3.68 216.38 217.37 217.55 0.005 1.85 1.99 2 0.59 174.60 3h 3.24 216.38 217.34 217.48 0.005 1.69 1.92 2 0.55 170.66 1h 3.9 216.33 217.46 217.53 0.004 1.19 3.26 4.78 0.46 170.66 2h 3.69 216.33 217.45 217.52 0.004 1.14 3.24 4.76 0.44 170.66 3h 3.28 216.33 217.4 217.46 0.004 1.1 2.98 4.57 0.44 102.46 1h 3.76 215.93 217.24 217.29 0.003 0.97 3.87 4.92 0.35 102.46 2h 3.61 215.93 217.25 217.3 0.002 0.91 3.95 4.97 0.33 102.46 3h 3.21 215.93 217.21 217.25 0.002 0.86 3.74 4.84 0.31 47.29 1h 3.59 215.6 217.15 217.18 0.001 0.69 5.18 5.66 0.23 47.29 2h 3.54 215.6 217.18 217.2 0.001 0.66 5.33 5.74 0.22 47.29 3h 3.19 215.6 217.14 217.16 0.001 0.62 5.12 5.63 0.21 5.52 1h 3.52 215.3 217.11 217.14 0.001 0.69 5.1 4.62 0.21 5.52 2h 3.49 215.3 217.14 217.17 0.001 0.67 5.24 4.69 0.2 5.52 3h 3.17 215.3 217.11 217.13 0.001 0.62 5.09 4.62 0.19 2.61 1h 3.52 215.25 217.11 217.13 0.001 0.66 5.32 4.72 0.2 2.61 2h 3.5 215.25 217.14 217.16 0.001 0.64 5.47 4.78 0.19 2.61 3h 3.17 215.25 217.11 217.13 0.001 0.6 5.32 4.72 0.18
Culvert
River Sta Plan E.G. US. W.S. US. E.G. IC E.G. OC Min El Weir Flow Q Culv Group Delta WS Culv Vel US Culv Vel DS (m) (m) (m) (m) (m) (m3/s) (m) (m/s) (m/s) 417.5 Culvert #2 1h 224.3 224.31 223.91 224.31 226.3 0.43 2.5 0.5 1.61 417.5 Culvert #1 1h 224.3 224.31 223.58 224.3 226.3 3.51 2.5 3.19 3.19 417.5 Culvert #2 2h 224.17 224.18 223.79 224.18 226.3 0.27 2.42 0.38 1.39 417.5 Culvert #1 2h 224.17 224.18 223.53 224.17 226.3 3.46 2.42 3.14 3.14 417.5 Culvert #2 3h 223.87 223.86 223.5 223.86 226.3 0.02 2.23 0.04 0.55 417.5 Culvert #1 3h 223.87 223.86 223.37 223.87 226.3 3.27 2.23 2.97 3.08 387.8 Culvert #1 1h 221.72 221.81 221.38 221.72 226.11 3.94 0.5 1.48 1.44 387.8 Culvert #1 2h 221.67 221.76 221.34 221.67 226.11 3.73 0.48 1.44 1.4 387.8 Culvert #1 3h 221.56 221.64 221.24 221.56 226.11 3.29 0.45 1.38 1.32
Bridge
River Sta Plan E.G. US. Min El Prs BR Open Area Q Total Min El Weir Flow Delta EG
(m) (m) (m2) (m3/s) (m) (m)
348.4 1h 218.71 219.5 4 3.94 220.12 0.12
348.4 2h 218.67 219.5 4 3.73 220.12 0.12
348.4 3h 218.56 219.5 4 3.29 220.12 0.11
Inline
River Sta Plan E.G. Elev W.S. Elev Q Total Q Weir
(m) (m) (m3/s) (m3/s)
351.74 1h 221.47 221.3 3.94 3.94
351.74 2h 221.42 221.26 3.73 3.73
STATO DI PROGETTO 22
FOSSO DI POGGIO ORLANDO – Tr 200 Moto Vario
2 .6 2 .8 3 .0 3 .2 214 216 218 220 222 224 226 228 230 232 1 ) 1 h T r2 0 0 n 0 .1 2 ) 2 h T r2 0 0 n .0 .1 3 ) 3 h T r2 0 0 n .0 .1 M a in C h a n n e l D is ta n c e ( k m ) Ele va tio n ( m) L e g e n d C ri t M a x W S 1 h T r2 0 0 n 0 .1 C ri t M a x W S 2 h T r2 0 0 n .0 .1 C ri t M a x W S 3 h T r2 0 0 n .0 .1 E G M a x WS 2 h T r2 0 0 n .0 .1 E G M a x WS 3 h T r2 0 0 n .0 .1 W S M a x W S 2 h T r2 0 0 n .0 .1 W S M a x W S 3 h T r2 0 0 n .0 .1 E G M a x WS 1 h T r2 0 0 n 0 .1 W S M a x W S 1 h T r2 0 0 n 0 .1 G ro u n d L e ft L e v e e R ig h t L e v e e 2.6 1.. . 47 .2 8.. . 10 2.4 5.. . 17 0.6 63 ... 19 0.7 33 4.. . 23 7.4 47 * 28 4.1 61 * 33 0.8 74 8 34 8.4 38 7.8 41 7.5 46 2.4 54 6 50 1.9 71 9 54 5.1 28 5 59 1.4 96 7 63 3.9 06 9 66 7.4 26 2 71 0.5 89 4 77 0.3 72 2 O rl a n d o M a s s im in a
Sezioni
River Sta Plan Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (m3/s) (m) (m) (m) (m) (m/m) (m/s) (m2) (m) 770.37 1h 9.88 229.36 230.81 230.92 0.009045 1.88 8.35 19.86 0.61 770.37 2h 7.2 229.36 230.71 230.8 0.007916 1.68 6.78 16.8 0.56 770.37 3h 5.6 229.36 230.65 230.72 0.0066 1.49 5.92 14.96 0.51 710.59 1h 9.78 228.81 229.35 229.39 229.58 0.02582 2.26 5.35 18.53 1.11 710.59 2h 6.63 228.81 229.27 229.31 229.45 0.025635 1.97 3.98 16.95 1.07 710.59 3h 5.29 228.81 229.23 229.26 229.39 0.025729 1.82 3.33 15.89 1.05 667.43 1h 10.15 227.46 227.86 227.9 228.07 0.036207 2.41 5.68 19.18 1.28 667.43 2h 7.21 227.46 227.8 227.82 227.96 0.03441 2.08 4.58 18.1 1.21 667.43 3h 5.6 227.46 227.77 227.77 227.9 0.032237 1.86 3.95 17.45 1.15 633.91 1h 9.84 226.15 227.32 227.33 0.001864 0.8 19.08 33.16 0.27 633.91 2h 7.14 226.15 227.27 227.28 0.001239 0.63 17.53 32.03 0.22 633.91 3h 5.6 226.15 227.25 227.26 0.000829 0.51 17 31.64 0.18 591.50 1h 9.5 225.51 226.21 226.21 226.33 0.017571 1.93 8.14 31.91 0.91 591.50 2h 5.99 225.51 226.15 226.24 0.012999 1.54 6.46 30.99 0.77 591.50 3h 4.91 225.51 226.11 226.12 226.2 0.015236 1.56 5.16 30.26 0.82 545.13 1h 5.63 224.33 225.24 225.25 0.00055 0.46 13.32 24.24 0.18 545.13 2h 5.52 224.33 225.19 225.2 0.000682 0.49 12.15 23.02 0.19 545.13 3h 5.16 224.33 224.92 224.95 0.003399 0.79 6.59 17.61 0.4 501.97 1h 5.46 222.38 225.23 225.23 0.000033 0.22 52.64 62.81 0.05 501.97 2h 5.36 222.38 225.18 225.18 0.000035 0.22 50.84 62.39 0.05 501.97 3h 4.89 222.38 224.85 224.86 0.000058 0.25 40.04 59.71 0.06 462.45 1h 5.45 222.22 225.23 225.23 0.000001 0.05 147.2 74.08 0.01 462.45 2h 5.36 222.22 225.18 225.18 0.000001 0.05 143.3 73.79 0.01 462.45 3h 4.87 222.22 224.85 224.85 0.000001 0.05 119.66 71.82 0.01 418.16 1h 5.43 220.99 225.23 225.23 0.000001 0.05 240.94 83.73 0.01 418.16 2h 5.36 220.99 225.18 225.18 0.000001 0.05 236.54 83.31 0.01 418.16 3h 4.86 220.99 224.85 224.85 0.000001 0.05 209.92 80.7 0.01 417.50 Culver t 394.06 1h 5.43 220.71 222.16 222.2 0.001559 0.83 6.56 7.92 0.29 394.06 2h 5.36 220.71 222.15 222.18 0.001601 0.83 6.42 7.84 0.29 394.06 3h 4.86 220.71 222.03 222.07 0.001953 0.88 5.55 7.3 0.32 388.34 1h 5.43 220.22 222.17 222.18 0.000302 0.48 11.42 8.79 0.13 388.34 2h 5.36 220.22 222.15 222.16 0.000304 0.48 11.27 8.73 0.13 388.34 3h 4.86 220.22 222.04 222.05 0.000321 0.47 10.29 8.39 0.14 387.80 Culver t 352.26 1h 5.43 220.22 221.55 221.76 0.012149 2.03 2.77 2.47 0.56 352.26 2h 5.36 220.22 221.54 221.75 0.012119 2.01 2.74 2.46 0.56 352.26 3h 4.86 220.22 221.46 221.66 0.011971 1.95 2.55 2.38 0.56 351.76 1h 5.43 220.22 221.54 221.13 221.75 0.012445 2.04 2.74 2.46 0.57 351.76 2h 5.36 220.22 221.53 221.12 221.74 0.012417 2.03 2.71 2.45 0.57 351.76 3h 4.86 220.22 221.45 221.06 221.65 0.012284 1.96 2.53 2.36 0.56 351.74 Inl Struct 351.66 1h 5.43 217.5 218.81 219.03 0.005707 2.07 2.62 2 0.58 351.66 2h 5.36 217.5 218.8 219.02 0.005661 2.06 2.6 2 0.58 351.66 3h 4.86 217.5 218.72 218.92 0.005575 2 2.43 2 0.58STATO DI PROGETTO 24
348.87 1h 5.43 217.5 218.78 218.41 219.01 0.006047 2.12 2.57 2 0.6 348.87 2h 5.36 217.5 218.77 218.4 219 0.005997 2.1 2.55 2 0.6 348.87 3h 4.86 217.5 218.69 218.34 218.9 0.005938 2.05 2.37 2 0.6 348.40 Bridge 330.87 1h 5.43 217.4 218.64 218.88 0.006651 2.2 2.47 2 0.63 330.87 2h 5.36 217.4 218.62 218.87 0.006645 2.19 2.45 2 0.63 330.87 3h 4.86 217.4 218.54 218.77 0.006623 2.14 2.28 2 0.64 190.73 1h 5.42 216.47 217.66 217.92 0.007371 2.28 2.37 2 0.67 190.73 2h 5.32 216.47 217.67 217.92 0.006894 2.22 2.4 2 0.65 190.73 3h 4.84 216.47 217.64 217.86 0.006102 2.07 2.34 2 0.61 174.60 1h 4.89 216.38 217.5 217.74 0.007039 2.19 2.23 2 0.66 174.60 2h 4.96 216.38 217.54 217.77 0.006521 2.13 2.32 2 0.63 174.60 3h 4.69 216.38 217.54 217.75 0.005891 2.03 2.31 2 0.6 170.66 1h 5.38 216.33 217.66 217.74 0.00408 1.25 4.3 5.46 0.45 170.66 2h 5.29 216.33 217.69 217.76 0.003558 1.18 4.47 5.56 0.42 170.66 3h 4.82 216.33 217.66 217.72 0.003293 1.12 4.29 5.45 0.4 102.46 1h 5.13 215.93 217.46 217.51 0.002326 1.02 5.04 5.59 0.34 102.46 2h 5.13 215.93 217.52 217.57 0.001949 0.95 5.39 5.77 0.31 102.46 3h 4.74 215.93 217.51 217.55 0.00174 0.89 5.3 5.73 0.3 47.29 1h 4.96 215.6 217.39 217.41 0.00108 0.76 6.56 6.35 0.24 47.29 2h 5 215.6 217.46 217.48 0.000913 0.71 7.03 6.57 0.22 47.29 3h 4.67 215.6 217.45 217.47 0.000813 0.67 6.98 6.54 0.21 5.52 1h 4.81 215.3 217.34 217.37 0.001091 0.78 6.19 5.07 0.22 5.52 2h 4.92 215.3 217.41 217.44 0.000965 0.75 6.59 5.23 0.21 5.52 3h 4.64 215.3 217.41 217.44 0.000863 0.71 6.57 5.22 0.2 2.61 1h 4.81 215.25 217.34 217.36 0.00098 0.75 6.43 5.17 0.21 2.61 2h 4.92 215.25 217.41 217.44 0.000871 0.72 6.84 5.33 0.2 2.61 3h 4.64 215.25 217.41 217.43 0.000779 0.68 6.83 5.32 0.19Culvert
River Sta Plan E.G. US.
W.S.
US. E.G. IC E.G. OC
Min El Weir Flow Q Culv Group Delta WS Culv Vel US Culv Vel DS (m) (m) (m) (m) (m) (m3/s) (m) (m/s) (m/s) 417.5 Culvert #2 1h 225.23 225.23 224.55 225.23 226.3 1.54 3.07 1.54 2.47 417.5 Culvert #1 1h 225.23 225.23 223.93 225.23 226.3 3.89 3.07 3.54 3.54 417.5 Culvert #2 2h 225.17 225.18 224.52 225.17 226.3 1.49 3.03 1.49 2.44 417.5 Culvert #1 2h 225.17 225.18 223.91 225.17 226.3 3.87 3.03 3.52 3.52 417.5 Culvert #2 3h 224.85 224.85 224.34 224.85 226.3 1.13 2.82 1.13 2.23 417.5 Culvert #1 3h 224.85 224.85 223.78 224.85 226.3 3.73 2.82 3.39 3.39 387.8 Culvert #1 1h 222.06 222.17 221.67 222.06 226.11 5.43 0.61 1.67 1.68 387.8 Culvert #1 2h 222.04 222.15 221.65 222.04 226.11 5.36 0.61 1.66 1.67 387.8 Culvert #1 3h 221.94 222.04 221.56 221.94 226.11 4.86 0.57 1.6 1.59
Bridge
River Sta Plan E.G. US. Min El Prs BR Open Area Q Total Min El Weir Flow Q Weir Delta EG
(m) (m) (m2) (m3/s) (m) (m3/s) (m)
348.4 1h 219.01 219.5 4 5.43 220.12 0.12
348.4 2h 219 219.5 4 5.36 220.12 0.12
Inline
River Sta Plan E.G. Elev W.S. Elev Q Total Q Weir
(m) (m) (m3/s) (m3/s)
351.74 1h 221.74 221.52 5.43 5.43
351.74 2h 221.73 221.51 5.36 5.36
STATO DI PROGETTO 26
FOSSO DI POGGIO ORLANDO – Tr 500 Moto Vario
2 .6 2 .8 3 .0 3 .2 214 216 218 220 222 224 226 228 230 232 1 ) 1 h T r 5 0 0 2 ) 2 h T r 5 0 0 3 ) 3 h T r 5 0 0 M a in C h a n n e l D is ta n c e ( k m ) Ele va tio n ( m) L e g e n d C ri t M a x W S 1 h T r 5 0 0 C ri t M a x W S 2 h T r 5 0 0 C ri t M a x W S 3 h T r 5 0 0 E G M a x WS 3 h T r 5 0 0 E G M a x WS 2 h T r 5 0 0 W S M a x W S 3 h T r 5 0 0 W S M a x W S 2 h T r 5 0 0 E G M a x WS 1 h T r 5 0 0 W S M a x W S 1 h T r 5 0 0 G ro u n d L e ft L e v e e R ig h t L e v e e 2.6 1.. . 47 .2 8.. . 10 2.4 5.. . 17 0.6 63 ... 19 0.7 33 4.. . 23 7.4 47 * 28 4.1 61 * 33 0.8 74 8 34 8.4 38 7.8 41 7.5 46 2.4 54 6 50 1.9 71 9 54 5.1 28 5 59 1.4 96 7 63 3.9 06 9 66 7.4 26 2 71 0.5 89 4 77 0.3 72 2 O rl a n d o M a s s im in a
Sezioni
River
Sta Plan Q Total
Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (m3/s) (m) (m) (m) (m) (m/m) (m/s) (m2) (m) 770.37 1h 11.98 229.36 230.88 231 0.009658 2 9.53 21.95 0.63 770.37 2h 8.17 229.36 230.75 230.84 0.008528 1.77 7.3 17.85 0.59 770.37 3h 6.3 229.36 230.68 230.76 0.007241 1.58 6.29 15.77 0.54 710.59 1h 10.92 228.81 229.37 229.42 229.62 0.02608 2.35 5.78 18.9 1.12 710.59 2h 8.34 228.81 229.31 229.36 229.53 0.026093 2.14 4.72 17.95 1.1 710.59 3h 6.49 228.81 229.26 229.3 229.45 0.028999 2.03 3.74 16.6 1.13 667.43 1h 11.97 227.46 227.9 227.94 228.13 0.03545 2.55 6.41 19.86 1.29 667.43 2h 8.21 227.46 227.82 227.85 228 0.035074 2.2 4.97 18.49 1.24 667.43 3h 6.41 227.46 227.78 227.8 227.93 0.034056 1.99 4.25 17.76 1.19 633.91 1h 11.94 226.15 227.36 227.38 0.002288 0.9 20.41 34.09 0.3 633.91 2h 8.11 226.15 227.28 227.29 0.001496 0.7 17.97 32.35 0.24 633.91 3h 6.3 226.15 227.26 227.27 0.001011 0.57 17.22 31.8 0.2 591.50 1h 9.43 225.51 226.21 226.33 0.016487 1.89 8.29 31.99 0.88 591.50 2h 6.51 225.51 226.16 226.16 226.25 0.015124 1.66 6.49 31.01 0.83 591.50 3h 5.26 225.51 226.12 226.13 226.21 0.015561 1.6 5.42 30.41 0.83 545.13 1h 6.04 224.33 225.65 225.65 0.000125 0.3 26.21 44.13 0.09 545.13 2h 6.04 224.33 225.63 225.64 0.000131 0.3 25.62 43.41 0.09 545.13 3h 5.62 224.33 225.32 225.33 0.000373 0.41 15.42 26.28 0.15 501.97 1h 6.03 222.38 225.65 225.65 0.000012 0.15 101.39 65.9 0.03 501.97 2h 6 222.38 225.63 225.63 0.000013 0.15 100.49 65.81 0.03 501.97 3h 5.57 222.38 225.32 225.32 0.00002 0.17 80 63.45 0.04 462.45 1h 6.02 222.22 225.65 225.65 0.000001 0.05 178.54 76.34 0.01 462.45 2h 5.99 222.22 225.63 225.63 0.000001 0.05 177.5 76.27 0.01 462.45 3h 5.56 222.22 225.32 225.32 0.000001 0.05 153.57 74.55 0.01 418.16 1h 6 220.99 225.65 225.65 0.000001 0.05 276.53 87.08 0.01 418.16 2h 5.99 220.99 225.63 225.63 0.000001 0.05 275.34 86.97 0.01 418.16 3h 5.56 220.99 225.32 225.32 0.000001 0.05 248.14 84.42 0.01 417.50 Culvert 394.06 1h 6 220.71 222.29 222.32 0.001291 0.79 7.58 8.51 0.27 394.06 2h 5.99 220.71 222.28 222.32 0.001299 0.79 7.55 8.49 0.27 394.06 3h 5.56 220.71 222.19 222.23 0.001496 0.82 6.77 8.05 0.29 388.34 1h 6 220.22 222.29 222.31 0.000286 0.48 12.54 9.16 0.13 388.34 2h 5.99 220.22 222.29 222.3 0.000287 0.48 12.51 9.15 0.13 388.34 3h 5.56 220.22 222.2 222.21 0.000299 0.48 11.66 8.87 0.13 387.80 Culvert 352.26 1h 6 220.22 221.64 221.86 0.012326 2.1 2.98 2.57 0.56 352.26 2h 5.99 220.22 221.64 221.86 0.012324 2.1 2.98 2.56 0.56 352.26 3h 5.56 220.22 221.57 221.78 0.012195 2.04 2.81 2.49 0.56 351.76 1h 6 220.22 221.63 221.19 221.85 0.012624 2.12 2.95 2.55 0.57 351.76 2h 5.99 220.22 221.63 221.19 221.85 0.012614 2.11 2.95 2.55 0.57 351.76 3h 5.56 220.22 221.56 221.14 221.78 0.012488 2.06 2.79 2.48 0.57 351.74 Struct Inl
STATO DI PROGETTO 28
351.66 1h 6 217.5 218.91 219.14 0.00576 2.12 2.83 2 0.57 351.66 2h 5.99 217.5 218.91 219.14 0.005761 2.12 2.82 2 0.57 351.66 3h 5.56 217.5 218.84 219.06 0.005698 2.08 2.67 2 0.57 348.87 1h 6 217.5 218.88 218.47 219.12 0.006071 2.17 2.77 2 0.59 348.87 2h 5.99 217.5 218.88 218.47 219.12 0.006072 2.17 2.76 2 0.59 348.87 3h 5.56 217.5 218.81 218.42 219.04 0.006026 2.13 2.61 2 0.59 348.40 Bridge 330.87 1h 6 217.4 218.74 218.99 0.00666 2.25 2.67 2 0.62 330.87 2h 5.99 217.4 218.73 218.99 0.006659 2.25 2.66 2 0.62 330.87 3h 5.56 217.4 218.66 218.91 0.00664 2.21 2.52 2 0.63 190.73 1h 6 216.47 217.73 218.02 0.007715 2.38 2.52 2 0.68 190.73 2h 5.94 216.47 217.75 218.03 0.007216 2.31 2.57 2 0.65 190.73 3h 5.52 216.47 217.73 217.98 0.006487 2.18 2.53 2 0.62 174.60 1h 5.23 216.38 217.55 217.81 0.00705 2.23 2.35 2 0.66 174.60 2h 5.42 216.38 217.62 217.86 0.006638 2.19 2.47 2 0.63 174.60 3h 5.29 216.38 217.62 217.85 0.006267 2.13 2.48 2 0.61 170.66 1h 5.88 216.33 217.74 217.82 0.003781 1.24 4.73 5.71 0.44 170.66 2h 5.9 216.33 217.79 217.86 0.003237 1.17 5.02 5.88 0.41 170.66 3h 5.51 216.33 217.77 217.83 0.003 1.12 4.91 5.82 0.39 102.46 1h 5.62 215.93 217.55 217.6 0.002151 1.01 5.57 5.86 0.33 102.46 2h 5.73 215.93 217.63 217.68 0.001781 0.95 6.06 6.11 0.3 102.46 3h 5.44 215.93 217.63 217.67 0.001631 0.9 6.02 6.09 0.29 47.29 1h 5.33 215.6 217.48 217.51 0.000976 0.74 7.19 6.64 0.23 47.29 2h 5.64 215.6 217.58 217.6 0.000875 0.72 7.82 6.92 0.22 47.29 3h 5.38 215.6 217.57 217.6 0.000797 0.69 7.81 6.92 0.21 5.52 1h 5.31 215.3 217.43 217.47 0.001077 0.79 6.69 5.27 0.22 5.52 2h 5.56 215.3 217.53 217.56 0.000966 0.77 7.21 5.46 0.21 5.52 3h 5.34 215.3 217.53 217.56 0.000887 0.74 7.23 5.47 0.2 2.61 1h 5.31 215.25 217.43 217.46 0.000976 0.76 6.95 5.37 0.21 2.61 2h 5.56 215.25 217.53 217.56 0.000877 0.74 7.48 5.56 0.2 3h 5.34 215.25 217.53 217.56 0.000804 0.71 7.5 5.57 0.2Culvert
River Sta Plan E.G. US. W.S. US. E.G. IC E.G. OC Min El Weir Flow Q Culv Group Delta WS Culv Vel US Culv Vel DS (m) (m) (m) (m) (m) (m3/s) (m) (m/s) (m/s) 417.5 Culvert #2 1h 225.64 225.65 224.73 225.64 226.3 1.93 3.36 1.93 2.67 417.5 Culvert #1 1h 225.64 225.65 224.12 225.64 226.3 4.07 3.36 3.7 3.7 417.5 Culvert #2 2h 225.63 225.63 224.73 225.63 226.3 1.92 3.35 1.92 2.66 417.5 Culvert #1 2h 225.63 225.63 224.11 225.63 226.3 4.07 3.35 3.7 3.7 417.5 Culvert #2 3h 225.31 225.32 224.59 225.31 226.3 1.63 3.13 1.63 2.52 417.5 Culvert #1 3h 225.31 225.32 223.97 225.31 226.3 3.93 3.13 3.57 3.57 387.8 Culvert #1 1h 222.18 222.29 221.77 222.18 226.11 6 0.65 1.74 1.76 387.8 Culvert #1 2h 222.18 222.29 221.77 222.18 226.11 5.99 0.65 1.73 1.76 387.8 Culvert #1 3h 222.09 222.2 221.69 222.09 226.11 5.56 0.62 1.68 1.7
Bridge
River Sta Plan E.G. US. Min El Prs BR Open Area Q Total Min El Weir Flow Delta EG
(m) (m) (m2) (m3/s) (m) (m)
348.4 1h 219.12 219.5 4 6 220.12 0.12
348.4 2h 219.12 219.5 4 5.99 220.12 0.12
348.4 3h 219.04 219.5 4 5.56 220.12 0.12
Inline
River Sta Plan E.G. Elev W.S. Elev Q Total Q Weir
(m) (m) (m3/s) (m3/s)
351.74 1h 221.84 221.6 6 6
351.74 2h 221.83 221.6 5.99 5.99
STATO DI PROGETTO 30
FOSSO MASSIMINA – Tr 30 Moto Vario
2 2 .4 2 2 .6 2 2 .8 2 3 .0 2 3 .2 2 3 .4 2 3 .6 212 214 216 218 220 222 224 226 1 ) 1 h T r 3 0 2 ) 2 h T r 3 0 3 ) 3 h T r 3 0 M a in C h a n n e l D is ta n c e ( k m ) Ele va tio n ( m) L e g e n d W S M a x W S 3 h T r 3 0 W S M a x W S 2 h T r 3 0 W S M a x W S 1 h T r 3 0 C ri t M a x W S 2 h T r 3 0 C ri t M a x W S 1 h T r 3 0 C ri t M a x W S 3 h T r 3 0 G ro u n d L e ft L e v e e R ig h t L e v e e 22 .4 ... 50 .3 18 ... 96 .2 92 6.. . 12 9.8 10 6.. . 17 7.8 78 3 19 8.3 80 * 21 8.8 82 * 23 9.3 84 * 25 9.8 87 1 28 1.1 30 8.9 13 * 35 8.0 70 2 38 2.6 04 2 40 0.8 80 4 42 3.9 38 * 47 1.6 49 4.9 35 55 1.3 60 3.1 62 63 1.2 90 7 67 1.5 96 8 69 8.4 21 1 73 2.2 86 8 76 1.2 45 5 79 2.9 12 82 7.9 87 9 86 6.3 72 5 91 4.9 54 2 95 6.5 10 4 99 2.1 91 5 10 26 .6 62 10 61 .1 74 11 02 .7 97 11 37 .1 43 11 68 .5 7 M a s s im in a 2 S ta g g ia M a s s im in a S ta g g ia
