evap pond - calculations-mauritania

9
n according to Pre-feasibility study of brine effluent evaporation for Abengoa Annual precipitation: 83.00 mm/year Drought precipitation: 0.00 mm/year Not Given Evaporation rate: 2421.00 mm/year 2338.00 mm/year Net pan evaporation: 2.34 m/year 0.87 Pan factor 0.85 1.72 m/year 46641.89 m3/year Equivalent hours at 100%: 24 hour/day 27040.61 m3/year Evaporation ponds area: 15676.781 m2 he Depth of Pond 1.72 m 125.41425 capability: correction: salinity correction is used since the evaporation ponds will be a high dissolved solids concentration which will afeect the vapor pressure of water) rate: pond: pond:

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Page 1: Evap Pond - Calculations-Mauritania

Design according to Pre-feasibility study of brine effluent evaporation for Abengoa solar

Annual precipitation: 83.00 mm/yearDrought precipitation: 0.00 mm/year Not GivenEvaporation rate: 2421.00 mm/year

Annual net evaporation capability: 2338.00 mm/yearNet pan evaporation: 2.34 m/year

Factor for salinity correction: 0.87

Pan factor 0.85

Design basis evaporation rate: 1.72 m/year

Effluents to Evaporation pond: 46641.89 m3/year

Equivalent hours at 100%: 24 hour/dayAnnual flow to Evaporation pond: 27040.61 m3/year

Evaporation ponds area: 15676.781 m2Depth of Pond 1.72 m

125.41425

(To determinate an equivalent evaporation rate in the ponds a factor for salinity correction is used since the evaporation ponds will be a high dissolved solids concentration which will afeect the vapor pressure of water)

Page 2: Evap Pond - Calculations-Mauritania

Design according to Pre-feasibility study of brine effluent evaporation for Abengoa solar

he

(To determinate an equivalent evaporation rate in the ponds a factor for salinity correction is used since the evaporation ponds will be a high dissolved solids concentration which will afeect the

Page 3: Evap Pond - Calculations-Mauritania

Urban distribution network

WTP Vendor

City water supply

Abeinsa Filter Feedpumps2 X 100%

Raw Water Tank

Drinking Water

2

1

Page 4: Evap Pond - Calculations-Mauritania

Streams Descripction1 Drinking Water from Existing Water System2 Raw Water at Tank3 Fire Fighting4 Filter Water Inlet5 SAC Inlet6 SBA Inlet7 MB Inet8 DM Water9 Service Water for plant

10 Service water for chemicals11 Service water for other cleanings12 DM Water for make up of evaporative cooling13 Make-up water for HRSG Blowdown14 Auxiliary cooling closed circuit make-up water15 Make-up for Auxiliary Boiler 16 DM Water for GT Washing 17 Auxiliary Waste Water to N-pit18 Waste Water from Plant to collection basin19 Sanitary Waste Water20 Chemical drains to N-pit21 Steam cycle blowdown to N-pit22 Waste Water from DM Plant to N-Pit23 Waste Water from N-Pit to Collection Basin24 Waste Water from collection basin to evaporation pond25 DM Water for Thermal Cycle Make-up

Page 5: Evap Pond - Calculations-Mauritania

Filter Feedpumps2 X 100%

Drinking water consumers

Other cleanings Oily wastewater

Oil / water separator

Drinking water tank

30 m3

46

Filter Backwash

Waste

4

Strong Acid Cation

2x100%

Sanitary waste water

Multi-Grade filter

2x100%

SAC Waste

SBA Waste

Fire Fighting System3

11

Degassed Water Tank

30m3

5

Page 6: Evap Pond - Calculations-Mauritania

Unitm3/h 5.00m3/h 10.40m3/h 0.00m3/h 10.40m3/h 10.20m3/h 9.98m3/h 9.76m3/h 9.58m3/h 1.25m3/h 0.75

Service water for other cleanings m3/h 0.50m3/h 2.16m3/h 4.43m3/h 1.06m3/h 0.16m3/h 0.04m3/h 1.26

Waste Water from Plant to collection basin m3/h 0.50m3/h 5.00m3/h 0.75m3/h 1.48m3/h 0.82m3/h 4.90

Waste Water from collection basin to evaporation pond m3/h 5.40m3/h 1.73

Avinash Giri:It is loss due to evaporation hence it will not consider as effleunt.

Avinash Giri:• Medical waste water.• Rainwater.• Fire protection water.• Waste to evacuate building site by truck• Drains and purgings of boilers, samplings etc• Drains of the equipment.• Drains of surface.

Avinash Giri:Based on cooment although the DM Plant designed ased on the1.8 kg/s blow down. However in normal case blow down will be only 0.9 kg/s

J64
Avinash Giri: It is loss due to evaporation hence it will not consider as effleunt.
D70
Avinash Giri: • Medical waste water. • Rainwater. • Fire protection water. • Waste to evacuate building site by truck • Drains and purgings of boilers, samplings etc • Drains of the equipment. • Drains of surface.
J73
Avinash Giri: Based on cooment although the DM Plant designed ased on the1.8 kg/s blow down. However in normal case blow down will be only 0.9 kg/s
Page 7: Evap Pond - Calculations-Mauritania

WTP Vendor

Abeinsa

Service Water for Plant

Oil Water treatment

Oil / water separator

SBA (2X100%) MB (2X100%)DM Water

Storage Tank

19

13

22

9

Sanitary waste water

SBA Waste

MB Waste

7

8

14

15

21

16

Neutralisation Pit

12

25

Page 8: Evap Pond - Calculations-Mauritania

22

Neutralization Pit Pumps (NPP) (2*100%)

Chemicals for Neutralisation/pH

Adjustment

Neutralisation Pit

Avinash Giri:It is loss due to evaporation hence it will not consider as effleunt.

Avinash Giri:• Medical waste water.• Rainwater.• Fire protection water.• Waste to evacuate building site by truck• Drains and purgings of boilers, samplings etc• Drains of the equipment.• Drains of surface.

Avinash Giri:Based on cooment although the DM Plant designed ased on the1.8 kg/s blow down. However in normal case blow down will be only 0.9 kg/s

Page 9: Evap Pond - Calculations-Mauritania

Chemical Cleaning Waste to WWTP

WTP Vendor

Steam cycle make-up Condensate hot well

Auxiliary cooling water closed circuit

Service Water for Plant

Chemical Preparation10

Auxiliary Boiler Make up

20

15

GT Washing16

Make-up for evaporative colling

17

18

Thermal cycle make-up

Page 10: Evap Pond - Calculations-Mauritania

Abeinsa

Evaporation Pond

Collection BasinNeutralization Pit Pumps

(NPP) (2*100%)

24

Efflunet Transfer Pumps ETP) (2*100%)

23

18

Page 11: Evap Pond - Calculations-Mauritania

Chemical Cleaning Waste to WWTP

HRSG

Turbine