fecal sludge treatment by viscous heating

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FECAL SLUDGE TREATMENT BY VISCOUS HEATING Presented by Gary L. Foutch Oklahoma State University USA Research Group A.H. Johannes Md. Waliul Islam Jagdeep T. Podichetty David Van Mason Reichard

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Page 1: FECAL SLUDGE TREATMENT BY VISCOUS HEATING

FECAL SLUDGE TREATMENT BY VISCOUS HEATING

Presented by Gary L. Foutch Oklahoma State University USA

Research Group A.H. Johannes Md. Waliul Islam Jagdeep T. Podichetty David Van Mason Reichard

Page 2: FECAL SLUDGE TREATMENT BY VISCOUS HEATING

Initial Thoughts

Feces is viscous

Viscous substances produce heat under layer deformation An existing technology – e.g. polymer melting for extrusion molding

Page 3: FECAL SLUDGE TREATMENT BY VISCOUS HEATING

How Viscous is Human Feces???

Shear rate decrease with viscosity for various feces and simulants

Page 4: FECAL SLUDGE TREATMENT BY VISCOUS HEATING

System Geometry

The cone will rotate inside a shell

Layer deformation of Feces will occur in between the gap of shell and cone

High temperature as a result of viscous heating will kill all microorganisms

Page 5: FECAL SLUDGE TREATMENT BY VISCOUS HEATING

Feasibility simulation in COMSOL Multiphysics

Density 1000 kg/m3

Viscosity 5 Pa.s

Thermal conductivity 0.03 W/(m.K)

Heat capacity 4186 J/(kg.k)

Temperature gradient @ inlet velocity 0.002 m/s @ 500 rpm

Assumptions

Page 6: FECAL SLUDGE TREATMENT BY VISCOUS HEATING

Effect of Clearance

Temperature with clearance @ 0.1 m, angle = 21.8°

Page 7: FECAL SLUDGE TREATMENT BY VISCOUS HEATING

Effect of path length

Temperature with reactor length @ 21.8 and clearance = 0.001m

Page 8: FECAL SLUDGE TREATMENT BY VISCOUS HEATING

Effect of angle

Temperature with angle @ length = 1 m, clearance = 0.001 m

Page 9: FECAL SLUDGE TREATMENT BY VISCOUS HEATING

Fully Instrumented Reactor

Page 10: FECAL SLUDGE TREATMENT BY VISCOUS HEATING

Reactor Core

Page 11: FECAL SLUDGE TREATMENT BY VISCOUS HEATING

Reactor Core Installed

Page 12: FECAL SLUDGE TREATMENT BY VISCOUS HEATING

Time (seconds)

0 50 100 150 200 250 300

Te

mp

era

ture

(oC

)

30

40

50

60

70

80

90

100

Temperature with time. 100 psig, 1150 rpm and

0.75mm gap spacing

constant feed pressure

Constant rpm

Constant gap spacing gives a near linear plot.

Effect of Hold-up Time on Temperature

Page 13: FECAL SLUDGE TREATMENT BY VISCOUS HEATING

Summary of Simulant Experimental Results

Temperature rises as rpm increases

Temperature increases as hold-up time increases

Temperature increases as gap space decreases

The highest observed temperature is 200°C

Page 14: FECAL SLUDGE TREATMENT BY VISCOUS HEATING

Parasite Destruction

A satisfactory destruction approaching 99% was

achieved for Thrchuris trichuira eggs

Max temperature achieved for smallest spacing (0.75

mm) and highest rpm setting 1700

Kill rate at lower temperature indicates destruction

using shear stress alone

Speed may be lower because of the presence of a

considerable amount of baboon hair in the samples

Page 15: FECAL SLUDGE TREATMENT BY VISCOUS HEATING

rpm Spacing Temperature Egg Kill

mm °C %

875 1.20 42 93

1700 0.75 51 99

1700 0.75 86 95

Trichuris trichiura egg destruction in

Baboon feces

Page 16: FECAL SLUDGE TREATMENT BY VISCOUS HEATING

Photomicrographs of Trichuris trichiura eggs

from helium being processed through the

extruder 400 x magnifications

Page 17: FECAL SLUDGE TREATMENT BY VISCOUS HEATING

Second Prototype

Spacing = 0.7 mm

rpm can be varied as necessity

Portable

Page 18: FECAL SLUDGE TREATMENT BY VISCOUS HEATING

Concluding thoughts

Shear stress and temperature controlled by rpm and spacing

Recycle of “dryer” feces would increase viscous; as could solid wastes (paper, grass, saw dust)

Possible to combine with other technologies as a sanitation step.

A small motor connected to a battery using solar power is sufficient for small-scale use