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Sishen Waste Tire Yard Evaporation Dam KUMBA IORN ORE - Sishen Waste Tire Yard - Volumes m³ per month TWL Length 220 m Tire Waste Yard 42,640  Run-off Factor 100% TWL Width 100 m Waste Tire Recycling 12,792  30%  Free board 1 m Dam Evaporation Area 22,000  m² Catchment Area 55,432  1 in 100 Year 24 hour storm event: 1:100 Year storm (mm) 119 mm Storm Capacity depth (m) 0.4 m Volume Direct on Dam Surface 2618 m³  Average Year  0.0 m Volume from Catchment 6596 m³ Year of 1:100y Storm 0.2  m Storm capacity required (m3) 9,214   Year following 1:100y Storm  0.0 m Capacity required for Interception 11,788  m3  Average depth (m) 0.5 Total depth (plus free board) 1.5m Total Design Capacity required: 33,788  m3 Max Volume in Dam Over 11788 MAP= 323 mm Symons pan MAE (mm)= 2450 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Total Symons pan(%MAE) 10.07 11.9 13.71 13.6 10.45 9.02 6.3 4.54 3.45 3.99 5.44 7.53 100 Symons pan (mm) 270 284 295 277 210 193 144 115 91 106 154 213 2352 pan factor 0.81 0.82 0.83 0.84 0.88 0.88 0.88 0.87 0.85 0.83 0.81 0.81 0.8425 Gross Lake Evapor.(mm) 219 233 245 233 185 170 127 100 77 88 125 173 1973 Rainfall (% MAP) 5.5 8.4 10.7 14.3 17.6 19.2 11.3 4.9 1.4 1.3 2.3 2.1 98.90  Ave Rainfall (mm) 20 30 39 61 61 71 38 14 5 3 5 7 354 Interception Dam  [Inflow-Outflow = Delta Storage] Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Total Inflow (m3) 1549 2323 3020 4723 4723 5498 2942 1084 387 232 387 542 27411 Direct Rain 440 660 858 1342 1342 1562 836 308 110 66 110 154 7788 Monthly catchment run off 1109 1663 2162 3381 3381 3936 2106 776 277 166 277 388 19623 Wash Water 14m3/hr 0 Dust Suppression 9.9m3/hr(.30) 0 Bio Filter efluent 4.58m3/hr 0  Added Daily Water 0 0 0 0 0 0 0 0 0 0 0 0 0 Outflow (m3) 4811 5123 5387 5119 4066 3736 2788 2201 1702 1936 2744 3796 43409 Evaporation 90% Efficiency 4811 5123 5387 5119 4066 3736 2788 2201 1702 1936 2744 3796 43409  Added Daily Water 0 0 0 0 0 0 0 0 0 0 0 0 0 Return Water 21m3/hr 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inflow-Outflow (m3)  (3263) (2800) (2367) (396)  658 1761 155  (1117) (1315) (1703) (2357) (3254)  -15998 Delta Storage 0 0 0 0 658 2419 2574 1456 142 0 0 0 Maximum month end capacity (m3)  2574 Month 1:100y Storm Occurs (m³)  0 0 0 0 0 0 9214 0 0 0 0 0 Spillage from Dam in time Period Following the 1:100y Storm? FALSE Average Year    D   a   m     A   v   e   r   a   g   e    D   e   p    t    h    (   m    ) 0 5 10 15 20 25 30 35 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep    V   o    l   u   m   e    (   x    1    0    0    0   m       ) Months Evaporation Dam Operating Levels: Average  Year Max Water Level Water Volume Full Supply Level Max Average Operating Level FREEBOARD Flood Buffer Zone Normal Operating Zone Page 1 of 3 10/16/2014  \\vboxsrv\conversion_tmp\scratch_3\247707882.xlsx.ms_office

Water Balance Evapo Dam Rev0

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Sishen Waste Tire Yard

Evaporation Dam

KUMBA IORN ORE - Sishen Waste Tire Yard - Volumes m³ per month

TWL Length 220  m Tire Waste Yard 42,640  Run-off Factor  100%

TWL Width 100  m Waste Tire Recycling 12,792  30%   Free board 1  m

Dam Evaporation Area 22,000  m² Catchment Area 55,432 

1 in 100 Year 24 hour storm event:

1:100 Year storm (mm) 119  mm Storm Capacity depth (m) 0.4 m

Volume Direct on Dam Surface 2618 m³   Average Year    0.0 m

Volume from Catchment 6596 m³ Year of 1:100y Storm 0.2 m

Storm capacity required (m3) 9,214  m³   Year following 1:100y Storm   0.0 m

Capacity required for Interception 11,788  m3

 Average depth (m) 0.5

Total depth (plus free board) 1.5 m

Total Design Capacity required: 33,788  m3

Max Volume in Dam Over 11788

MAP= 323 mm

Symons pan MAE (mm)= 2450

Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug

Symons pan(%MAE) 10.07 11.9 13.71 13.6 10.45 9.02 6.3 4.54 3.45 3.99 5.44

Symons pan (mm) 270 284 295 277 210 193 144 115 91 106 154

pan factor 0.81 0.82 0.83 0.84 0.88 0.88 0.88 0.87 0.85 0.83 0.81

Gross Lake Evapor.(mm) 219 233 245 233 185 170 127 100 77 88 125

Rainfall (% MAP) 5.5 8.4 10.7 14.3 17.6 19.2 11.3 4.9 1.4 1.3 2.3 Ave Rainfall (mm) 20 30 39 61 61 71 38 14 5 3 5

Interception Dam   [Inflow-Outflow = Delta Storage]

Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug

Inflow (m3) 1549 2323 3020 4723 4723 5498 2942 1084 387 232 387

Direct Rain 440 660 858 1342 1342 1562 836 308 110 66 110

Monthly catchment run_off 1109 1663 2162 3381 3381 3936 2106 776 277 166 277

Wash Water 14m3/hr

Dust Suppression 9.9m3/hr(.30)

Bio Filter efluent 4.58m3/hr

 Added Daily Water 0 0 0 0 0 0 0 0 0 0 0

Outflow (m3) 4811 5123 5387 5119 4066 3736 2788 2201 1702 1936 2744

Evaporation 90% Efficiency 4811 5123 5387 5119 4066 3736 2788 2201 1702 1936 2744 Added Daily Water 0 0 0 0 0 0 0 0 0 0 0

Return Water 21m3/hr

0 0 0 0 0 0 0 0 0 0 0

Inflow-Outflow (m3)   (3263) (2800) (2367) (396)   658 1761 155   (1117) (1315) (1703) (2357)

Delta Storage 0 0 0 0 658 2419 2574 1456 142 0 0

Maximum month end capacity (m3)   2574

Month 1:100y Storm Occurs (m³)   0 0 0 0 0 0 9214 0 0 0 0

Spillage from Dam in time Period Following

the 1:100y Storm?FALSE

Average Year 

   D  a  m 

   A  v  e  r  a  g  e

   D  e  p   t   h   (  m   )

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Sishen Waste Tire Yar

Evaporation Dam

Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug

Symons pan(%MAE) 10.07 11.9 13.71 13.6 10.45 9.02 6.3 4.54 3.45 3.99 5.

Symons pan (mm) 270 284 295 277 210 193 144 115 91 106 1

pan factor 0.81 0.82 0.83 0.84 0.88 0.88 0.88 0.87 0.85 0.83 0.

Gross Lake Evapor.(mm) 219 233 245 233 185 170 127 100 77 88 1

Rainfall (% MAP) 5.5 8.4 10.7 14.3 17.6 19.2 11.3 4.9 1.4 1.3 2

 Ave Rainfall (mm) 20 30 39 61 61 71 38 14 5 3

Interception Dam   [Inflow-Outflow = Delta Storage]

Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug

Inflow (m3) 1549 2323 3020 4723 4723 5498 12157 1084 387 232 3

Direct Rain 440 660 858 1342 1342 1562 836 308 110 66 1

Monthly catchment run_off 1109 1663 2162 3381 3381 3936 2106 776 277 166 2

1:100y Storm 0 0 0 0 0 0 9214 0 0 0

Outflow (m3) 4811 5123 5387 5119 4066 3736 2788 2201 1702 1936 27

Evaporation 90% Efficiency 4811 5123 5387 5119 4066 3736 2788 2201 1702 1936 27

 Added Daily Water 0 0 0 0 0 0 0 0 0 0

Return Water 21m3/hr

0 0 0 0 0 0 0 0 0 0

Inflow-Outflow (m3)   (3263) (2800) (2367) (396)   658 1761 9369   (1117) (1315) (1703) (235

Delta Storage 0 0 0 0 658 2419 11788 10671 9356 7653 529

Maximum month end capacity (m3)   11788

Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug

Symons pan(%MAE) 10.07 11.9 13.71 13.6 10.45 9.02 6.3 4.54 3.45 3.99 5.Symons pan (mm) 270 284 295 277 210 193 144 115 91 106 1

pan factor 0.81 0.82 0.83 0.84 0.88 0.88 0.88 0.87 0.85 0.83 0.

Gross Lake Evapor.(mm) 219 233 245 233 185 170 127 100 77 88 1

Rainfall (% MAP) 5.5 8.4 10.7 14.3 17.6 19.2 11.3 4.9 1.4 1.3 2

 Ave Rainfall (mm) 20 30 39 61 61 71 38 14 5 3

Interception Dam   [Inflow-Outflow = Delta Storage]

Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug

Inflow (m3) 1549 2323 3020 4723 4723 5498 2942 1084 387 232 3

Direct Rain 440 660 858 1342 1342 1562 836 308 110 66 1

Monthly catchment run_off 1109 1663 2162 3381 3381 3936 2106 776 277 166 2

1:100y Storm 0 0 0 0 0 0 0 0 0 0

Outflow (m3) 4811 5123 5387 5119 4066 3736 2788 2201 1702 1936 27Evaporation 90% Efficiency 4811 5123 5387 5119 4066 3736 2788 2201 1702 1936 27

 Added Daily Water 0 0 0 0 0 0 0 0 0 0

Return Water 21m3/hr

0 0 0 0 0 0 0 0 0 0

Inflow-Outflow (m3)   (3263) (2800) (2367) (396)   658 1761 155   (1117) (1315) (1703) (235

Delta Storage 0 0 0 0 658 2419 2574 1456 142 0

Maximum month end capacity (m3)   2574

 Year of 1:100y Storm

 Year following 1:100y Storm

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Sishen Waste Tire Yard

Evaporation Dam

Oct Nov Dec Jan Feb Mar Apr May Jun Jul AugSymons pan(%MAE) 10.07 11.9 13.71 13.6 10.45 9.02 6.3 4.54 3.45 3.99 5.4

Symons pan (mm) 270 284 295 277 210 193 144 115 91 106 15

pan factor 0.81 0.82 0.83 0.84 0.88 0.88 0.88 0.87 0.85 0.83 0.8

Gross Lake Evapor.(mm) 219 233 245 233 185 170 127 100 77 88 12

Rainfall (% MAP) 5.5 8.4 10.7 14.3 17.6 19.2 11.3 4.9 1.4 1.3 2.

 Ave Rainfall (mm) 20 30 39 61 61 71 38 14 5 3

Interception Dam   [Inflow-Outflow = Delta Storage]

Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug

Inflow (m3) 1549 2323 3020 4723 4723 5498 2942 1084 387 232 38

Direct Rain 440 660 858 1342 1342 1562 836 308 110 66 11

Monthly catchment run_off 1109 1663 2162 3381 3381 3936 2106 776 277 166 27

1:100y Storm 0 0 0 0 0 0 0 0 0 0

Outflow (m3) 4811 5123 5387 5119 4066 3736 2788 2201 1702 1936 274

Evaporation 90% Efficiency 4811 5123 5387 5119 4066 3736 2788 2201 1702 1936 274

 Added Daily Water 0 0 0 0 0 0 0 0 0 0

Return Water 21m3/hr

0 0 0 0 0 0 0 0 0 0

Inflow-Outflow (m3)   (3263) (2800) (2367) (396)   658 1761 155   (1117) (1315) (1703) (2357

Delta Storage 0 0 0 0 658 2419 2574 1456 142 0 0

Maximum month end capacity (m3)   2574

Max Water Level (m³)   33788 33788 33788 33788 33788 33788 33788 33788 33788 33788 33788

Full Supply Level (m³)   11788 11788 11788 11788 11788 11788 11788 11788 11788 11788 11788

Max Avg Operating Level (m³)   2574 2574 2574 2574 2574 2574 2574 2574 2574 2574 2574

2 Years after 1:100y Storm

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10/16/2014