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Difference between revisions of "User:Inkoaten/Survey"
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{| border="1" cellspacing="0" cellpadding="10" | {| border="1" cellspacing="0" cellpadding="10" | ||
− | ! Material !! | + | ! Material !! T4 est !! T3 !! SAWW estimate |
|- | |- | ||
− | | Bricks || 105,850 || 92,000 | + | | Bricks || 105,850 || 105,850 || 92,000 |
|- | |- | ||
− | | Concrete || 3,114 || 4,100<br>(includes tower construction costs?) | + | | Concrete || 3,114 || 3,114 || 4,100<br>(includes tower construction costs?) |
|- | |- | ||
− | | Cut Stone || 709 || 1,580 | + | | Cut Stone || 709 || 2,338 || 1,580 |
|- | |- | ||
− | | Pipe Segments || 93 || 130 | + | | Pipe Segments || 93 || 107 || 130 |
|} | |} | ||
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{| border="1" cellspacing="0" cellpadding="10" | {| border="1" cellspacing="0" cellpadding="10" | ||
− | ! Material !! | + | ! Material !! T4 est !! T3 !! SAWW estimate |
|- | |- | ||
− | | Bricks || 113,201 || 30,000 | + | | Bricks || 113,201 || 113,201 || 30,000 |
|- | |- | ||
− | | Concrete || 5,660 || 1,500 | + | | Concrete || 5,660 || 5,660 || 1,500 |
|- | |- | ||
− | | Cut Stone || 1,760 || 502 | + | | Cut Stone || 1,760 || 1,748 || 502 |
|- | |- | ||
− | | Pipe Segments || 25 || 10 | + | | Pipe Segments || 25 || 25 || 10 |
|- | |- | ||
− | | Gearboxes || 50 || 20 | + | | Gearboxes || 50 || 50 || 20 |
|} | |} | ||
Revision as of 06:57, 17 May 2009
Survey
Q1940 barometer (yes, I suck at glassblowing); max error = +/-53 inches
Location | Height | Corrected | Time | Terrain | Notes |
---|---|---|---|---|---|
1038,1568 | - | - | Shallow water | Pump construction site | |
1030,1575 | - | - | Deep water | Pump location | |
1070,1575 | inaccessible | ||||
1040,1593 | inaccessible | ||||
1060,1593 | 0' 0" | 0' 0" | - | Shallow water | |
1090,1575 | 14' 11" | 18' 10" | 8:00PM | ||
1050,1575 | 35' 9" | 39' 8" | 8:01PM | Harmony Ridge #1 | |
1040,1558 | 3' 7" | 7' 5" | 8:03PM | ||
1060,1558 | 139' 4" | 143' 2" | 8:07PM | Harmony Ridge #2 | |
1080,1558 | 193' 11" | 197' 9" | 8:10PM | Harmony Ridge #3 | |
1070,1540 | 170' 6" | 174' 3" | 8:12PM | ||
1060,1540 | 100' 3" | 104' 0" | 8:14PM | ||
1040,1523 | 25' 10" | 29' 7" | 8:18PM | ||
1060,1523 | 113' 6" | 117' 2" | 8:20PM | ||
1080,1523 | 161' 4" | 156' 0" | 8:24PM | ||
1090,1540 | 157' 0" | 160' 7" | 8:26PM | Harmony Ridge #4 | |
1100,1558 | inaccessible | ||||
1110,1540 | 213' 8" | 217' 1" | 8:42PM | Harmony Ridge #5 | |
1120,1558 | 121' 9" | 125' 1" | 8:49PM | ||
1110,1575 | 0' 0" | 8:54PM | shallow water | ||
1130,1540 | 232' 9" | 233' 0" | 11:48PM | Harmony Ridge #6 | |
1150,1540 | 228' 9" | 229' 0" | 11:51PM | Harmony Ridge #7 | |
1170,1540 | 188' 4" | 188' 6" | 11:55PM | Harmony Ridge #8 | |
1190,1540 | 176' 3" | 176' 4" | 11:58PM | Harmony Ridge #9 | |
1210,1540 | 231' 4" | 231' 4" | 12:01AM | Harmony Ridge #10 | |
1220,1558 | 251' 6" | 251' 5" | 12:05AM | Harmony Ridge #11 | |
1240,1558 | 291' 6" | 291' 2" | 12:18AM | Harmony Ridge #12 | |
1260,1558 | 245' 10" | 245' 5" | 12:22AM | Harmony Ridge #13 | |
1270,1575 | 154' 6" | 154' 1" | 12:24AM | grass | Harmony Ridge #14 |
1280,1593 | 135' 9" | 135' 1" | 12:35AM | grass | Harmony Ridge #15 |
1300,1593 | 125' 1" | 124' 4" | 12:40AM | grass,dirt | Harmony Ridge #16 |
1320,1593 | 55' 1" | 54' 3" | 12:44AM | grass,dirt | Harmony Ridge #17 Close to compound, mine |
1340,1593 | 23' 9" | 22' 11" | 12:47AM | grass | Harmony Ridge #18 Crosses road |
1360,1593 | 21' 6" | 20' 7" | 12:51AM | grass | Harmony Ridge #19 |
1370,1610 | 54' 7" | 53' 6" | 12:57AM | grass | Harmony Ridge #20 |
Harmony Ridge route
This is essentially the T3 route described on this page on the T3 wiki, re-surveyed for T4.
Placing 20 towers at the named positions above, and accounting for the minimum height needed to clear the ridge, we end up with the pump at height 351 and the last tower at height 54. The towers can later be raised to accomodate further expansion, but the bulk of the hard work is done at the start.
(Warning: the below figures are highly speculative and don't match T3 numbers. Can't verify them until the pump is up. Chat me for an explanation)
Tower raising costs (raise towers by 1557 feet total):
Material | T4 est | T3 | SAWW estimate |
---|---|---|---|
Bricks | 105,850 | 105,850 | 92,000 |
Concrete | 3,114 | 3,114 | 4,100 (includes tower construction costs?) |
Cut Stone | 709 | 2,338 | 1,580 |
Pipe Segments | 93 | 107 | 130 |
Pump raising costs (upgrade from height=100 to height=351)
Material | T4 est | T3 | SAWW estimate |
---|---|---|---|
Bricks | 113,201 | 113,201 | 30,000 |
Concrete | 5,660 | 5,660 | 1,500 |
Cut Stone | 1,760 | 1,748 | 502 |
Pipe Segments | 25 | 25 | 10 |
Gearboxes | 50 | 50 | 20 |
nb: gearboxes can be done 20 at a time?
(I derive this data via a spreadsheet, contact me for a copy if you need it)