6585844125

6585844125



280

In Figurę 2 the pattem of ring drilling respecting thickness: 35 m, height: 90 m in a vertical cross section view has been illustrated. In this hypothesized stopę due to large thickness of assumed ore body it is possible to excavate 1, 2 or 3 production drifts in each sublevel.



L1=6

L2=6.3

L3=7.2

L4=8.5

L5=9.5

L6=8.3

L7=7.3

L8=7.5


L1 =6

L2=6.3

13=7.2

L4=8.5

L5=10.6

L6=12.8

L7=15.1

18=17.4

L9= 16.6

L10=16.2

L11=16

Fig. 2A (left): ring drilling pattem (vertical cross section) in Thickness 35 m and height 90 m with 1 production sublevel drift, B (right): ring drilling pattem with 2 production sublevel drifts

Rys. 2A (z lewej): wiercenie pierścieniowe (przekrój pionowy) o grubości 35 m i wysokości 90 m z 1 produkcyjnym chodnikiem podpoziomowym, B (z prawej): wiercenia pierścieniowe z 2 produkcyjnymi chodnikami podpoziomowymi

In all figures L\, L2, L3... indicate length of the holes which are illustrated in a vertical cross section on the basis of meter unit. In Figurę 3 the ring drilling pattern with 3 production drift in each sublevel (vertical cross section) and parallel drilling pattem (horizontal lon-gitudinal section) with respect to Thickness 35 m, height 90 m and Length of stopę 90 m has been illustrated.

In Table 6 the finał results of designation and calculation of designed stopes in thickness 35 m, height 90 m and length 90 m have been mentioned. Following designation of the hypothesized stopes and running calculations, finał results have been showed. In fact these results are required data to reach economic comparison result between drilling Systems.

In the next stage of economic comparison basis of comparison of possible designations results in each assumed thickness of ore body and height of production błock, 49 comparing geometrical condition is resulted. In each comparing condition with respect to specific height and thickness possible drilling systems are seen. Also the amount of dissimilar cost of viable



Wyszukiwarka

Podobne podstrony:
18 Małgorzata Bednarczyk, Ewa Wszendybył-Skulska According to the model presented in Figurę 2, the e
SPE 84856 Figurę 3: The mast of the pulsing tool with the hydraulic unit in the background. LENGEND
Fig$ Korth South Figurę 25 Pattem of Movements for the Greek Rite of Spring
00315 ?2897da0df33ebfef7d49591ddf4696 318 McCarviIle & Montgomery Figurę 3. The Probabiiity of
CCF20121110017 Zenith North Figurę 1; The 7 eiements of the geomagnetic field vector S„ associated
IMGx49 79 The Origin of ChUisation Figurę S.4 The Ęyohition of Culture 3 u The Total Culture System
Michał PTAK Figurę 2. The structure of the support for renewable energy sources provided by regional
Introduction 5 Figurę 1.2 The architecture of a PLMN.1.2.2.1 Mobile Station GSM-PLMN contains as man
(1) Inspection I PCB Unloading Figurę 1. The Workflow of ihe Screen Printer. III.
Integrated information and prediction Web Service.WaterPUCK Figurę 2. The shame of water and contami
Zdjęcie020 (2)(1) Cross-sectionaf view of the major vein faults and lithologies encountcrcd at the E
152 J. Ohnishi et al. Fig. 3. Cross-sectional view of a newly designed sex-tupole magnet. X(cm) Fig.
Roll Royce ■ Cross sectional view of dry Iow emissions (DLE) combustion system from Cooper Rolls.DLE
REIDER PART 142 132 Chapter 4 Hand and Wrist Figurę 4-48. A, Opposition of the thumb. B, Lack of no

więcej podobnych podstron