page 1
page 2
page 3
page 4
page 5
page 6
page 7
page 8
page 9
page 10
page 11
page 12
page 13
page 14
page 15
page 16
page 17
page 18 page 19
page 20
page 21
page 22
page 23
page 24
page 25
page 26
page 27
page 28
page 29
page 30
page 31
page 32
page 33
page 34
page 35
page 36
page 37
page 38
page 39
page 40
page 41
page 42
page 43
page 44
page 45
page 46
page 47
page 48
page 49
page 50
page 51
page 52
page 53
page 54
page 55
page 56
page 57
page 58
page 59
page 60
page 61
page 62
page 63
page 64
page 65
page 66
page 67
page 68
page 69
page 70
page 71
page 72
page 73
page 74
page 75
page 76
page 77
page 78
page 79
page 80
page 81
page 82
page 83
page 84
page 85
page 86
page 87
page 88
page 89
page 90
page 91
page 92
page 93
page 94
page 95
page 96
page 97
page 98
page 99
page 100
page 101
page 102
page 103
page 104
page 105
page 106
page 107
page 108
page 109
page 110
page 111
page 112
page 113
page 114
page 115
page 116
page 117
page 118
page 119
page 120
page 121
page 122
page 123
page 124
page 125
page 126
page 127
page 128
page 129
page 130
page 131
page 132
page 133
page 134
page 135
page 136
page 137
page 138
page 139
page 140
page 141
page 142
page 143
page 144
< prev - next > Energy Mechanical Power tech_guidelines_gravity_goods_ropeway (Printable PDF)
GRAVITY GOODS ROPEWAY
2.2 Detailed Topographical Survey
The detailed topographical survey of a gravity
ropeway site serves the following two important
functions:
It provides the detailed map of the ropeway
site and surrounding areas, giving all the
details of those features which are important
while designing gravity ropeway. Existence of
adjoining structures, obstructions and terrain
characteristics are obtained from the site
tachometric survey.
The site tachometric survey provides definite,
secured and well documented axis pegs.
These pegs will be used while laying out
the foundation blocks of the gravity ropeway
during construction.
If the ropeway alignment is perpendicular to the
contour, then the survey of profile along the centre
line will be sufficient. But in case of transverse
slope, the surveyor needs to record the cross
sections at certain intervals of the cross sections
or slope.
2.2.1 Tachometric survey:
Tachometric survey calculates the elevations at
different points along the alignment of ropeway
to get the ground profile for the centre line of
Figure 7
Figure 8: Schematic diagram of Theodolite
the ropeway alignment. The survey points (staff
points) should be taken at different intervals
of slopes, terraces, fields and other features
representing the actual topography of the ground
as shown in the sketch below in figure 7.
The procedure for survey is as follows:
Once the ropeway
alignment is finalised,
fix the centre line of the
gravity ropeway securing two
permanent pegs A and B at
the estimated position of the
sheave at each station. The
pegs should be firmly fixed
into the ground so that it
remains intact throughout
the construction period. For
each peg A and B, choose at
least three point of references
each in 10 metres intervals.
Measure the horizontal
distances from the points of
10