examen 2 super

4
 Precio Cu 1.75 $/lb 0.1 0.1 Gastos T ransport. 0.60 $/lb 0.1 0.2 Recup. Planta 0.920 % 0.2 0.1 % pagable un!i. 0.975 % 0.2 0." C. Peroraci#n 0.10 $/T 0.2 0. C. &ola!ura 0.15 $/T C. Carguio 0.25 $/T '"7 '"7 C. (carreo 0.90 $/T '"7 '27 C. )er*icio ina 0.10 $/T '27 '"7 C. Procesa+iento ".50 $/T '27 1" C. (!+is. , Genrl. 1.50 $/T '27 '6 -i+ension 1 20 + -i+ension 2 20 + '"7 '"7 -i+ension 10 + '9" '7" -ensi!a! 2.25 '121 '121 (ngulo Talu! interr. "5 '1" '107 )R 22.7"2 $/T '175 '11 C. ina!o 1.500 $/T e !e Corte cono. 0.0 % 0 0  T .. blo3ue 94000.000 T '"7 '"7 '9" '121 e % & alor eto $ '121 '215 0. 9629.17 96 '1" '22 0.7 75771.77 76 '175 '261 0.6 550". 55 0.5 "6.9 5 0." 1"69.5 1" 0. '6097.1 '6 0.2 '26565.21 '27 0.1 '"702.60 '"7 8ran

Upload: brian-ramos

Post on 04-Nov-2015

3 views

Category:

Documents


0 download

DESCRIPTION

Metodo de solucion de modelamiento de ultimate pit en base al algoritmo del Lerch Grossman

TRANSCRIPT

Hoja1Precio Cu1.75$/lb0.10.10.20.30.20.20.30.10.1Gastos Transport.0.60$/lb0.10.20.30.60.30.60.20.20.1Recup. Planta0.920%0.20.10.50.60.80.70.20.20.1% pagable fundi.0.975%0.20.40.60.70.60.50.30.10.1C. Perforacin0.10$/TM0.20.30.20.30.20.30.30.20.2C. Voladura0.15$/TMC. Carguio 0.25$/TM-47-47-27-6-27-27-6-47-47C. Acarreo0.90$/TM-47-27-655-655-27-27-47C. Servicio Mina0.10$/TM-27-4735559676-27-27-47C. Procesamiento4.50$/TM-271455765535-6-47-47C. Admis. Y Genrl.1.50$/TM-27-6-27-6-27-6-6-27-27Dimension 1 20mDimension 220m-47-47-27-6-27-27-6-47-47Dimension 310m-94-74-3349-3328-33-74-94Densidad2.25-121-121210463104-60-101-141Angulo Talud interr.45-148-10757180118139-66-148-188NSR22.742$/TM-175-1133017491133-72-175-215C. Minado1.500$/TMLey de Corte Econo.0.330%000000000T.M. bloque9,000.000TM-47-47-27-6-5-27146203156-94-121-8022-9152250184109Ley (%)Valor Neto ($)-121-215-11924124283258157430.896239.1796-148-228-15861179318252110-310.775771.7776-175-261-1981615231224677-1050.655304.38550.534836.98350.414369.58140.3-6097.81-60.2-26565.21-270.1-47032.60-47By Franky

Hoja2Ang. De cara de banco68CBR9W40Talud Interr-rampa48Carga delante.2/3D57Altura de Berma12Carga Trasera.1/3R80bancos ( intervalo)2Peso Camion80000Angl. de reposo37b11.91307Carga. Max.130000H32ancho de berma16.76138Peso Total210000Alt. Llanta (pulg)121Peso delanter. (2 neumaticos)140000Alt. Llanta (m)3.0731 Neumatico70000Alt. Berma2.305X3.059Ancho Berma (2X)6.118