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SOUTHERN AFRICA FEED MANUFACTURING TRAINING ACTIVITY MATERIALS HANDLING Carlos A. Campabadal International Grains Program (IGP) Kansas State University MARCH 9 TH , 2012 MANHATTAN, KANSAS

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Page 1: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

SOUTHERN AFRICA FEED MANUFACTURING TRAINING ACTIVITY

MATERIALS HANDLING

Carlos A. Campabadal International Grains Program (IGP)

Kansas State University

MARCH 9TH , 2012

MANHATTAN, KANSAS

Page 2: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

PRESENTATION OUTLINE

• Materials Handling

– Important concepts for grain and feed ingredient receiving

– Types of materials handling equipment

• Bucket elevator

• Screw conveyor

• Pneumatic systems

2

Page 3: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

GRAIN AND FEED INGREDIENT

RECEIVING SYSTEMS AT FEED

MILL/STORAGE

• Manual system

• Mechanic

• Gravity

• Pneumatic

Page 4: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

WHAT TO DO WHEN RECEIVING

GRAIN & FEED INGREDIENTS?

1. Verify that it is the correct ingredient/grain

2. Check quantity

3. Check quality (physical and chemical

characteristics)

4. Document: Date, quantity, quality and

expiring date

5. Store at the correct location according to

grain/ingredient characteristics (micros &

medications in bags)

Page 5: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

WHAT PHYSICAL

CHARACTERISTICS CAN BE

MEASURE?

• Grain and coproducts:

– Moisture content

– Color, texture & odor

– Density

– Particle size

– Visual presence of contaminants

(insects, mold, foreign material, etc)

– Use microscope if necessary!

Page 6: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

WHAT CHEMICAL

CHARACTERISTICS CAN BE

MEASURE?

• Grain and coproducts:

– Protein, fat, starch, mineral, fiber content (wet

chemistry, NIR)

– Mycotoxins (ELISA or HPLC)

– Contaminants (Potassium hydroxide, indicator

of overcooked SBM)

– Contaminants to adultery (salt in fish meal)

Page 7: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

RECEIVING AREA FOR GRAIN

AND FEED INGREDIENTS

• Dumping pit for bulk ingredients, dock or unloading area for ingredients in bags

• Dumping pit will have a screw conveyor or pneumatic system to handle the ingredients for storage or usage

• Storage for bulk grain (silos), bulk coproducts (SBM, DDGS (flat storage or warehouse) with unloading equipment

• Bag ingredient storage separated from finished product

• Liquids unload directly to tanks

Page 8: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

Grain elevator in

the USA

Storage silos

Elevator

Dumping pit

Loading

bins for

trucks

Page 9: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

HOW TO CHOOSE EQUIPMENT

FOR MATERIALS HANDLING?

• Based on the characteristics of the grain

and feed ingredients that will be

unloaded/loaded:

- Particle size

- Flowing characteristics

- Abrasive, stickiness, temperature,

corrosive, compaction, absorbs

water easily, can produce dust easily

Page 10: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

EQUIPMENT USED FOR

MATERIALS HANDLING

• Gravity (spouts – important to have

minimal angles for proper flow)

• Mechanical (elevators, screw

conveyors, belt or drag conveyors)

• Pneumatics

Page 11: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

BUCKET ELEVATORS

Page 12: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

BUCKET ELEVATORS

Main Components

Page 13: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

HEAD COMPONENTS

Base for motor

Belt and buckets Shaft

Cover

Pulley

Protection for abrasion

Unloading Inspection door

Page 14: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located
Page 15: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

Inspection door

Door for cleaning

Loading opening

Adjustment for belt

Ajustment for elevator

Belt and buckets

Legs

BASE OF ELEVATOR

Page 16: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

AVOID!

Page 17: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

BUCKET ELEVATOR

Efficient Low losses due to friction Several sizes Can be use at lower

capacities Not noisy and low

maintenance Long life

Relative high cost Relative high installation

cost Maintenance difficulty Cannot be moved Can create mixture of

ingredients due to bad usage

DESVENTAJAS ADVANTAGES

Page 18: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

HOW TO CALCULATE CAPACITY OF A ELEVATOR?

• Capacity per hour (kg/hr) = V x Vol x D x T

(V) Velocity = Velocity of the belt (m/min)

(Vol) Volumen = Volumen of the grain in every meter of belt (m3/m)

(D) Density = Density of the grain (kg/m3)

(T) Time = Conversion factor (60 minutes/hour)

Page 19: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

CAPACITY OF ELEVATOR

(V) Velocity of the belt (m/min) =

Circumference of the pulley of the head del (meters) x RPM

Example:

Pulley with a diameter of 0.762 m y that rotates at 66 rev/min (RPM)

(V) =

(Diameter x 3.14) * Rotational speed (RPM)

(0.762 m * 3.1416)*66 RPM =

(V) = 158 m/min

Page 20: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

MAXIMUM BELT VELOCITY

Inches cm RPM ft/min m/min

4.5 11.4 160 220 67

11 27.9 113 326 99

18 45.7 95 448 137

24 61.0 71 458 140

30 76.2 66 518 158

36 91.4 60 565 172

42 106.7 56 630 192

48 121.9 56 711 217

Pulley Diameter Belt velocity

For pellets and seed grain, reduce velocity by 20% to reduce any damage. Reduce 10 to 20% for mash or powder ingredients to avoid over filling the buckets.

Page 21: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

CAPACITY OF ELEVATOR • (Vol) Volumen of the grain (m3/m) =

Volumen of the bucket (given by manufacturer or calculated ) / Nº of buckets in 1 meter of belt x filling factor

Example: - Bucket measurements = 30.5 cm x 15.2 cm x 10

cm= 0.0046539 m3 each one

- Distance center to center = 20.3 cm

Page 22: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

Distance center to center 1 meter

Page 23: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

CAPACITY OF ELEVATOR • (Vol) Volumen of the grain (m3/m) =

Volumen of the bucket (given by manufacturer or calculated ) / Nº of buckets in 1 meter of belt x filling factor

Example: - Bucket measurements = 30.5 cm x 15.2 cm x 10

cm= 0.0046539 m3 each one

- Distance center to center = 20.3 cm

- Filling factor = 90%

• (Vol) (m3/m) =

(0,0046539 m3 / 0,203 m) * 0,90 =

(Vol) = 0,020612 m3/m

Page 24: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

GRAIN DENSITY

Type of

Grain

Density (lb/ft3 )

Density

(kg/m3 )

Corn 44.8 719

Sorghum 40.0 - 44.8 642 – 719

Soybean 48.0 771

Sunflower 19.2 308

Wheat 48.0 771

Page 25: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

CAPACITY OF ELEVATOR

Capacity per hour (kg/hr) = V x Vol x D x T

Capacity (kg/hr) = 158 m/min x 0,020612 m3/m x 719 kg/m3 x 60

min/h

= 140,494 kg/hr

= 140 TPH

Page 26: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

ANGLES FOR SPOUTS • Unloading height

Flowing Angle,

Height H tan = --------- = -- Distance D

Page 27: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

DESIGN CONSIDERATIONS FOR CALCULATING ELEVATOR HEIGHT

Calculations for correct height for proper flow:

E = B + H E = B + D * tan E = Elevator height H = Difference height elevator

and bin B = Bin height D = Distance (horizontal)

between elevator and unloading inside bin

Flowing Angle,

Page 28: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

DESIGN CONSIDERATIONS FOR CALCULATING ELEVATOR HEIGHT

• ELEVATOR HEIGHT DIFFERENCE WITH BIN

Minimal Angle for Flowing: Elevator Height (E):

Dry Grain 37° E = B + 0.754 * D

Wet Grain 45° E = B + D

Pellets 45 ° E = B + D

Soybeans 60° E = B + 1.732 * D

Mash (powder) 60° E = B + 1.732 * D

Page 29: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

DESIGN CONSIDERATIONS FOR CALCULATING ELEVATOR HEIGHT

• Example:

Determine the elevator height to unload soybeans by gravity into a bin (Height (B) = 10 m that is located at 12 m (D) from the elevator.

Unloading angle for soybeans, = 60° Horizontal distance, D = 12 m Bin height, B = 10 m Elevator Height (E) = B + 1.732 * D = 10 m + 1.732 * 12 m E = 30.8 m

Page 30: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

AVOID THESE DESIGNS FOR DOWNSPOUTS!!

Page 31: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

DESIGN CALCULATIONS FOR DOWNSPOUTS

Calculation of downspout from elevator to bin (L):

L = (D2 + H2)1/2

Flowing Angle,

Page 32: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

DESIGN CALCULATIONS FOR DOWNSPOUTS

• Example:

Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located a 7.6 m horizontally from the base of the bin for proper handling corn (dry).

Angle for flowing dry corn, = 37° Horizontal distance, D = 7,6 m Using formulas from table H = 0.754 * D

Page 33: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

DESIGN CONSIDERATIONS FOR CALCULATING ELEVATOR HEIGHT

• ELEVATOR HEIGHT DIFFERENCE WITH BIN

Minimal Angle for Flowing: Elevator Height (E):

Dry Grain 37° E = B + 0.754 * D

Wet Grain 45° E = B + D

Pellets 45 ° E = B + D

Soybeans 60° E = B + 1.732 * D

Mash (powder) 60° E = B + 1.732 * D

Page 34: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

DESIGN CALCULATIONS FOR DOWNSPOUTS

• Example: Determine the height of the elevator (H) and the length

of the downspout (L) if the elevator is located a 7.6 m horizontally from the base of the bin for proper handling corn (dry).

Angle for flowing dry corn, = 37° Horizontal distance, D = 7,6 m Using formula from table H = 0.754 * D H = 0.754 * 7.6 m H = 5.7 m Length of downspout L = (D2 + H2)1/2

L = ((7.6 m)2 + (5.7 m)2)1/2 L = 9.5 m

Page 35: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

CAPACITY TABLE FOR DOWNSPOUTS

Capacity is for dry clean grain for each diameter. Velocity is calculated for an angle of 45º for 3 m or more with an average between 280 to 327 m/min.

Page 36: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

TABLE FOR GRAIN VELOCITY INSIDE DOWNSPOUT (ft/min)

35º 40º 45º 50º 55º 60º 65º 70º 75º 80º 85º 90º

5' 400 524 618 700 770 830 885 935 975 1010 1050 1075

10' 570 742 875 990 1090 1180 1255 1320 1380 1435 1485 1520

15' 695 908 1070 1210 1335 1440 1530 1615 1690 1755 1820 1860

20' 805 1047 1235 1400 1540 1665 1770 1870 1950 2025 2100 2150

25' 899 1170 1380 1560 1725 1860 1975 2085 2180 2265 2340 2400

30' 985 1280 1510 1710 1890 2040 2165 2285 2390 2480 2570 2335

40' 1135 1480 1750 1975 2180 2355 2500 2640 2760 2865 2970 3040

50' 1270 1655 1950 2210 2440 2635 2800 2955 3090 3210 3320 3400

60' 1390 1810 2140 2420 2670 2880 3065 3240 3390 3520 3640 3720

70' 1500 1960 2310 2615 2880 3110 3315 3500 3660 3800 3930 4025

80' 1605 2090 2470 2795 3080 3330 3540 3740 3905 4055 4200 4295

90' 1705 2200 2620 2960 3275 3535 3760 3965 4150 4310 4460 4550

100' 1795 2340 2765 3120 3450 3720 3960 4180 4370 4540 4700 4800

125' 2005 2620 3090 3500 3860 4165 4440 4680 4890 5080 5250 5370

150' 2200 2865 3390 3835 4225 4560 4850 5120 5450 5560 5750 5880

Flow (Repose) Angle D

ow

nsp

ou

t L

en

gth

(ft

)

Angles of 28º and grain velocities above 1750 ft/min should be avoided

Page 37: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

GRAIN VELOCITY REDUCTORS

Page 38: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

VELOCITY REDUCTORS FOR PNEUMATIC SYSTEMS

NO!

Use cyclones!

Page 39: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

UNLOADING LADDER FOR PELLETS OR GRAIN SEEDS

Page 40: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

SCREW CONVEYORS

Page 41: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

TYPES OF SCREW CONVEYORS

• Tube conveyors (Close) • Portable

• Unloading grain bins

• Loading grain bins or handling

• Sweeping for cleaning bin

• Moving grain or feed in bulk transportation

• Mixing purposes

• U conveyors (Open) • Indoor for moving grain or feed

• Maximum angle is 35°

Page 42: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

CLOSE SCREW CONVEYORS

• More economical

• Need to work a full capacity, if not can damage pellets or grain

• Limits incline angle, loose capacity

• Can load/unload at any location a long the conveyor

Cross Section

Page 43: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

PORTABLE CLOSE CONVEYORS

• Loading grain bins

• Typical diameter: 6 – 12 in

(15 – 31 cm)

• Length between: 8.8 – 26 m

• Maximum capacity 115 TPH

• Maximum angle 45°

Page 44: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

CLOSE CONVEYOR

TubE

Nota: Minimal opening is equal to diameter of tube

Page 45: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

CALCULATION OF CAPACITY FOR CLOSE CONVEYOR

(D2 – d2) * P * RPM Theoretical Capacity (m3/h) = ------------------------ 36.6

D = Diameter of conveyor, cm

d = Diameter of shaft, cm

P = Pitch (Distance between flights, cm

RPM = Rotational speed of conveyor, rev/min

Real Capacity depends on inclined angle, speed, friction

Real Capacity = 30 to 50% Theoretical Capacity

Page 46: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

HOW TO CALCULATE THE POWER NEEDED FOR A CONVEYOR

C * L * W * F Power (HP) = ---------------- 33,000

C = Capacity of conveyor (ft3/h)

L = Length of conveyor (ft)

W = Bulk density of product (lb/ft3)

F = Factor for product (table)

ADJUST FOR REAL POWER WITH TABLE

Page 47: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

TABLE OF DENSITY AND FACTOR FOR CONVEYORS

Product

Density (W) lb/ft3

Factor (F)

Barley 38 0.4

Corn 45 0.4

Oats 26 0.4

Rice 36 0.4

Soybeans 45-50 0.5

Wheat 48 0.4

Page 48: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

ADJUSTMENT TABLE FOR POWER NEEDED FOR A

CONVEYOR

If calculated power is:

Real power is:

<1 HP = 2 * HPC

1 HPC <2 HP = 1.5 * HPC

2 HPC <4 HP = 1.25 * HPC

4 HPC <5 HP = 1.1 * HPC

HPC 5 HP = 1.0 * HPC

Page 49: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

DESIGN TABLE FOR CAPACITY AND POWER FOR CONVEYORS

Conveyor

diameter (in)

Conveyor

Speed (rpm) TPH HP/10 ft TPH HP/10 ft TPH HP/10 ft TPH HP/10 ft TPH HP/10 ft

4 900 14 0.6 13 0.9 12 0.9 11 1.0 7 0.8

6 600 38 1.0 34 1.5 32 1.6 30 1.6 18 1.3

8 450 55 1.4 50 2.2 47 2.2 44 2.3 26 1.9

10 360 83 2.0 74 3.1 71 3.2 66 3.2 39 2.5

12 300 113 2.5 102 3.9 97 4.0 90 4.0 54 3.2

14 260 156 3.4 140 5.3 134 5.4 124 5.5 74 4.3

16 225 201 4.4 181 6.8 172 7.0 160 7.1 96 5.6

90

Dry grains (corn, wheat,

rice, sorghum)

Inclined Angle

0 25 35 45

Source: MWPS-13 T2-3

1 ft = 0.30 m

Page 50: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

DESIGN TABLE FOR CAPACITY AND POWER FOR CONVEYORS

Conveyor

Diameter (in)

Conveyor

Speed (rpm) TPH HP/10 ft TPH HP/10 ft TPH HP/10 ft TPH HP/10 ft TPH HP/10 ft

4 900 8 1.7 8 1.8 7 1.7 7 1.8 4 0.8

6 600 23 2.8 20 3.0 19 3.0 18 2.9 11 1.3

8 450 33 3.9 30 4.4 28 4.2 26 4.1 16 1.9

10 360 50 5.6 45 6.2 42 6.1 39 5.8 24 2.5

12 300 68 7.0 61 7.8 58 7.6 54 7.2 32 3.2

14 260 93 9.5 84 10.6 80 10.3 74 9.9 44 4.3

16 225 121 12.3 109 13.6 103 13.3 96 12.8 57 5.6

Wet corn (25%) Inclined Angle

0 25 35 45 90

Fuente: MWPS-13 T2-3

1 ft = 0.30 m

Page 51: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

SBM and Mash Feed

Conveyor

Diameter (in)

Conveyor

Speed (rpm) TPH HP/10 ft TPH HP/10 ft TPH HP/10 ft TPH HP/10 ft TPH HP/10 ft

4 900 13 0.6 11 0.9 11 0.9 10 1.0 6 0.8

6 600 34 1.0 31 1.5 29 1.6 27 1.6 16 1.3

8 450 50 1.4 45 2.2 43 2.2 40 2.3 24 1.9

10 360 75 2.0 68 3.1 64 3.2 60 3.2 36 2.5

12 300 103 2.5 93 3.9 88 4.0 82 4.0 49 3.2

14 260 142 3.4 128 5.3 121 5.4 113 5.5 67 4.3

16 225 183 4.4 165 6.8 156 7.0 145 7.1 87 5.6

Inclined Angle

0 25 35 45 90

Fuente: MWPS-13 T2-3

DESIGN TABLE FOR CAPACITY AND POWER FOR CONVEYORS

1 ft = 0.30 m

Page 52: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

SCREW CONVEYORS

• Initial costs is economical

• Can be use horizontally, vertically and inclined

• Can be use for mixing purposes

• Can have multiple inlets and outlets

• Maintenance cost is economical

Advantages

Page 53: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

SCREW CONVEYORS

• Can damage the product

• There is product accumulation at the outlets

• Cannot be self-cleaningh

• Are not efficient

• Can only be use in a straight line

DISADVANTAGES

Page 54: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

DRAG CONVEYORS

Page 55: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

DRAG CONVEYORS

• Initial cost is not that expensive

• Can move product vertically and horizontally

• Can move product in 90 ° angles

• Self-cleaning capacity Se auto-limpian

• Minor damage to product

ADVANTAGES

Page 56: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

DRAG CONVEYORS

• Are not that efficient

• Pallets will wear out fast

• Have difficulty moving dense products

• Maintenance is more difficult

DISADVANTAGES

Page 57: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

PNEUMATIC SYSTEMS

Positive Displacement

Page 58: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

POSITIVE PNEUMATIC SYSTEMS

ADVANTAGES:

• Do not need filters

• Can unload product at any point

• Can be use to move high dense products at high pressure

DISADVANTAGES:

• Use a lot of energy and produce heat

• Can dry the product

• Due to high velocity can damage product

• Difficult to have multiple inlet points

Page 59: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

PNEUMATIC SYSTEMS

Negative Displacement

Page 60: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

NEGATIVE PNEUMATIC SYSTEM

ADVANTAGES: • Negative pressure controls fines and dust • Can have multiple inlet points • Can be use for products sensible to heat

DISADVANTAGES: • Are not efficient • Maintenance is difficult • Blower needs filter to avoid dust entry • Only one outlet point

Page 61: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

SUMMARY

• Know the characteristics of the product

• Choosing equipment based on the volume of movement

• Equipment does need to damage product to be efficient

• Do not overload equipment

Page 62: Recibo de Materias Primas · DESIGN CALCULATIONS FOR DOWNSPOUTS • Example: Determine the height of the elevator (H) and the length of the downspout (L) if the elevator is located

Carlos A. Campabadal Email: [email protected] Phone: +1.217.721.1025

THANK YOU!