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1. Disear un canal rectangular de base 3 metros, con una pendiente del 2 por mil de

hormign, para un caudal de 15 m/s. Copiar en WOR Detailed Report, Cross Section,

Rating Curve (para una familia de curvas de al menos 5 pendientes diferentes).

Worksheet for Rectangular Channel - 1

Project Description

Friction Method Manning Formula

Solve For Normal Depth

Input Data

Roughness Coefficient 0.015

Channel Slope 0.20000 %

Bottom Width 3.00 m

Discharge 15.00 m/s

Results

Normal Depth 1.89 m

Flow Area 5.67 m

Wetted Perimeter 6.78 m

Hydraulic Radius 0.84 m

Top Width 3.00 m

Critical Depth 1.37 m

Critical Slope 0.00471 m/m

Velocity 2.65 m/s

Velocity Head 0.36 m

Specific Energy 2.25 m

Froude Number 0.61

Flow Type Subcritical

GVF Input DataDownstream Depth 0.00 m

Length 0.00 m

Number Of Steps 0

GVF Output Data

Upstream Depth 0.00 m

Profile Description

Profile Headloss 0.00 m

Downstream Velocity Infinito m/s

Upstream Velocity Infinito m/s

Normal Depth 1.89 m

Critical Depth 1.37 mChannel Slope 0.20000 %


Bentley Systems, Inc. Haestad Methods Solution CenterBentley FlowMaster V8i (SELECTseries 1) [08.11.01.03]15/09/2013 0:10:29 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1 -203-755-1666 Page 1 of 1

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2. Disear un canal triangular con paredes con una inclinacin de 70 con la horizontal, con

una pendiente del 3 por mil de csped, para un caudal de 4 m/s. Copiar en WORD

Detailed Report, Cross Section, Rating Curve (para una familia de curvas de al menos 5

pendientes diferentes).

Worksheet for Triangular Channel - 1

Project Description



Input Data



Left Side Slope 0.36 m/m (H:V)

Right Side Slope 0.36 m/m (H:V)

Discharge 4.00 m/s

Results

Normal Depth 2.82 m

Flow Area 2.87 m



Top Width 2.03 m



Velocity 1.40 m/s



Froude Number 0.38


GVF Input Data

Downstream Depth 0.00 m

Length 0.00 m

Number Of Steps 0

GVF Output Data


Profile Description




Normal Depth 2.82 mCritical Depth 1.91 m




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3. Disear un canal trapezoidal de base 2 metros, con una pendiente del 2 por mil de tierra,

con paredes laterales con una inclinacin de 55 con la horizontal, para un caudal de 7.5

m/s. Copiar en WORD Detailed Report, Cross Section, Rating Curve (para una familia de

curvas de al menos 4 pendientes diferentes).

Worksheet for Trapezoidal Channel - 1

Project Description



Input Data



Left Side Slope 0.70 m/m (H:V)

Right Side Slope 0.70 m/m (H:V)

Bottom Width 2.00 m

Discharge 7.50 m/s

Results

Normal Depth 1.71 m

Flow Area 5.46 m



Top Width 4.39 m



Velocity 1.37 m/s



Froude Number 0.39


GVF Input Data


Length 0.00 m

Number Of Steps 0

GVF Output Data


Profile Description




Normal Depth 1.71 m



Bentley Systems, Inc. Haestad Methods Solution CenterBentley FlowMaster V8i (SELECTseries 1) [08.11.01.03]15/09/2013 0:28:32 27 S iemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2

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Worksheet for Trapezoidal Channel - 1

GVF Output Data


Bentley Systems, Inc. Haestad Methods Solution CenterBentley FlowMaster V8i (SELECTseries 1) [08.11.01.03]15/09/2013 16:57:51 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 2

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4. Disear una tubera circular de 800mm de dimetro de PVC, con una pendiente del 1.5%,

para un caudal de 700 L/s. Copiar en WORD Detailed Report, Cross Section, Rating Curve

(para una familia de curvas de al menos 4 pendientes diferentes).

Worksheet for Circular Pipe - 1

Project Description



Input Data



Diameter 800.00 mm

Discharge 700.00 L/s

Results

Normal Depth 0.32 m

Flow Area 0.19 m



Top Width 0.78 m


Percent Full 39.7 %


Velocity 3.77 m/s



Froude Number 2.47

Maximum Discharge 2.26 m/s

Discharge Full 2.11 m/sSlope Full 0.00166 m/m

Flow Type SuperCritical

GVF Input Data


Length 0.00 m

Number Of Steps 0

GVF Output Data


Profile Description

Profile Headloss 0.00 mAverage End Depth Over Rise 0.00 %

Normal Depth Over Rise 39.71 %



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Worksheet for Circular Pipe - 1

GVF Output Data


Normal Depth 0.32 m


Channel Slope 1.50000 %Critical Slope 0.00308 m/m


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CANALES DE FORMA IRREGULAR

5. Disear los canales, con una pendiente de 1 por mil, para un caudal de 4800 l/s

(a=c=1.00m; d=e=f=1.20m; m=0.80m; n=0.90m). Copiar en WORD Detailed Report, Cross

Section, Rating Curve (para una familia de curvas de al menos 4 pendientes diferentes).

Primer canal.-

Worksheet for Irregular Section - 1

Project Description



Input Data


Discharge 4800.00 L/s

Section Definitions

Station (m) Elevation (m)

0+00 2.40

0+00 1.20

0+01 1.20

0+01 0.00

0+02 0.00

0+02 1.20

0+03 1.20

0+03 2.40

Roughness Segment Definitions

Start Station Ending Station Roughness Coefficient

(0+00, 2.40) (0+03, 2.40) 0.015

Options

Current Roughness Weighted Pavlovskii 's Method

Open Channel Weighting Method Pavlovskii's Method

Closed Channel Weighting Method Pavlovskii's Method

Results

Normal Depth 1.95 m

Elevation Range 0.00 to 2.40 m

Flow Area 3.59 m



Bentley Systems, Inc. Haestad Methods Solution Center

Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03]15/09/2013 0:44:51 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1 -203-755-1666 Page 1 of 2

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Results

Top Width 3.20 m

Normal Depth 1.95 m


Critical Slope 0.00611 m/mVelocity 1.34 m/s



Froude Number 0.40


GVF Input Data


Length 0.00 m

Number Of Steps 0

GVF Output Data


Profile Description




Normal Depth 1.95 m





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Segundo canal.-


Project Description



Input Data


Discharge 4.80 m/s

Section Definitions


0+00 1.70

0+00 0.80

0+01 0.80

0+01 0.00

0+02 0.00

0+02 1.70



(0+00, 1.70) (0+02, 1.70) 0.015

Options




Results

Normal Depth 2.10 m


Flow Area 3.40 m



Top Width 2.00 m

Normal Depth 2.10 m

Bentley Systems, Inc. Haestad Methods Solution CenterBentley FlowMaster V8i (SELECTseries 1) [08.11.01.03]15/09/2013 0:55:10 27 Siemons Company Drive Suite 200 W W atertown, CT 06795 USA + 1-203-755-1666 Page 1 of 2

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Results



Velocity 1.41 m/s

Velocity Head 0.10 mSpecific Energy 2.20 m

Froude Number 0.35


GVF Input Data


Length 0.00 m

Number Of Steps 0

GVF Output Data


Profile DescriptionProfile Headloss 0.00 m



Normal Depth 2.10 m





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6. Disear los canales, con una pendiente de 2 por mil, para un caudal de 6500 l/s

(a=c=1.00m; d=D=1.20m; m=1.0m; n=0.80m; e=1.50m). Copiar en WORD Detailed

Report, Cross Section, Rating Curve (para una familia de curvas de al menos 4

pendientes diferentes).

Primer canal.-


Project Description



Input Data


Discharge 6.50 m/s

Section Definitions


0+00 1.80

0+00 1.00

0+01 1.00

0+02 0.00

0+03 0.00

0+03 1.80



(0+00, 1.80) (0+03, 1.80) 0.015

Options




Results

Normal Depth 1.46 m


Flow Area 3.16 m



Top Width 3.20 m

Normal Depth 1.46 m


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Results



Velocity 2.05 m/s



Froude Number 0.66


GVF Input Data


Length 0.00 m

Number Of Steps 0

GVF Output Data


Profile Description




Normal Depth 1.46 m





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Segundo canal.-

Worksheet for I rregular Sect ion - 4

Project Description



Input Data


Discharge 6.50 m/s

Section Definitions


0+00 2.10

0+00 0.60

0+01 0.60

0+01 0.55

0+01 0.50

0+01 0.44

0+01 0.39

0+01 0.35

0+01 0.30

0+01 0.26

0+01 0.21

0+01 0.18

0+01 0.14

0+01 0.11

0+01 0.08

0+01 0.06

0+01 0.04

0+01 0.02

0+02 0.01

0+02 0.00

0+02 0.00

0+02 0.00

0+02 0.01

0+02 0.02

0+02 0.04

0+02 0.06

0+02 0.08


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Input Data


0+02 0.110+02 0.14

0+02 0.18

0+02 0.21

0+02 0.26

0+02 0.30

0+02 0.35

0+02 0.39

0+02 0.44

0+02 0.50

0+02 0.55

0+02 0.60

0+03 0.60

0+03 2.10


(0+00, 2.10) (0+03, 2.10) 0.015

Options




Results

Normal Depth 1.46 m


Flow Area 3.13 m



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Worksheet for I rregular Sect ion - 4

Results


Top Width 3.00 m

Normal Depth 1.46 m

Critical Depth 1.19 mCritical Slope 0.00458 m/m

Velocity 2.07 m/s



Froude Number 0.65


GVF Input Data


Length 0.00 m

Number Of Steps 0

GVF Output Data


Profile Description




Normal Depth 1.46 m





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MOGUNEAD_62_T2

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