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| − | === Survey ===
| + | == Survey == |
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| − | Q1940 barometer (yes, I suck at glassblowing); max error = +/-53 inches
| + | == Harmony Ridge == |
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| − | {| border="1" cellspacing="0" cellpadding="5"
| + | * Original T3 route: http://www.atitd.org/wiki/tale3/Guilds/The_Eighth_Lake/Harmony_Ridge |
| − | ! Location !! Height !! Corrected !! Time !! Terrain !! Notes
| + | * T4 survey data: [[Media:InkoatenAqueductSurvey.zip]] |
| − | |-
| + | * The actual route built by [[Guilds/SA Waterworks | SA Waterworks]] follows a similar route with higher tower density on the UHarm ridge |
| − | | 1038,1568 || - || - || Shallow water || Pump construction site
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| − | |-
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| − | | 1030,1575 || - || - || Deep water || Pump location
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| − | |-
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| − | | 1070,1575 || inaccessible || || ||
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| − | |-
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| − | | 1040,1593 || inaccessible || || ||
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| − | |-
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| − | | 1060,1593 || 0' 0" || 0' 0" || - || Shallow water ||
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| − | |-
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| − | | 1090,1575 || 14' 11" || 18' 10" || 8:00PM || ||
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| − | |-
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| − | | 1050,1575 || 35' 9" || 39' 8" || 8:01PM || || Harmony Ridge #1
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| − | |-
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| − | | 1040,1558 || 3' 7" || 7' 5" || 8:03PM || ||
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| − | |-
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| − | | 1060,1558 || 139' 4" || 143' 2" || 8:07PM || || Harmony Ridge #2
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| − | |-
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| − | | 1080,1558 || 193' 11" || 197' 9" || 8:10PM || || Harmony Ridge #3
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| − | |-
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| − | | 1070,1540 || 170' 6" || 174' 3" || 8:12PM || ||
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| − | |-
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| − | | 1060,1540 || 100' 3" || 104' 0" || 8:14PM || ||
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| − | |-
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| − | | 1040,1523 || 25' 10" || 29' 7" || 8:18PM || ||
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| − | |-
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| − | | 1060,1523 || 113' 6" || 117' 2" || 8:20PM || ||
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| − | |-
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| − | | 1080,1523 || 161' 4" || 156' 0" || 8:24PM || ||
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| − | |-
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| − | | 1090,1540 || 157' 0" || 160' 7" || 8:26PM || || Harmony Ridge #4
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| − | |-
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| − | | 1100,1558 || inaccessible || || || ||
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| − | | 1110,1540 || 213' 8" || 217' 1" || 8:42PM || || Harmony Ridge #5
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| − | |-
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| − | | 1120,1558 || 121' 9" || 125' 1" || 8:49PM || ||
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| − | |-
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| − | | 1110,1575 || 0' 0" || || 8:54PM || shallow water ||
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| − | |-
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| − | | 1130,1540 || 232' 9" || 233' 0" || 11:48PM || || Harmony Ridge #6
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| − | |-
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| − | | 1150,1540 || 228' 9" || 229' 0" || 11:51PM || || Harmony Ridge #7
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| − | |-
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| − | | 1170,1540 || 188' 4" || 188' 6" || 11:55PM || || Harmony Ridge #8
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| − | | 1190,1540 || 176' 3" || 176' 4" || 11:58PM || || Harmony Ridge #9
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| − | | 1210,1540 || 231' 4" || 231' 4" || 12:01AM || || Harmony Ridge #10
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| − | | 1220,1558 || 251' 6" || 251' 5" || 12:05AM || || Harmony Ridge #11
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| − | | 1240,1558 || 291' 6" || 291' 2" || 12:18AM || || Harmony Ridge #12
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| − | | 1260,1558 || 245' 10" || 245' 5" || 12:22AM || || Harmony Ridge #13
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| − | | 1270,1575 || 154' 6" || 154' 1" || 12:24AM || grass || Harmony Ridge #14
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| − | | 1280,1593 || 135' 9" || 135' 1" || 12:35AM || grass || Harmony Ridge #15
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| − | | 1300,1593 || 125' 1" || 124' 4" || 12:40AM || grass,dirt || Harmony Ridge #16
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| − | |-
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| − | | 1320,1593 || 55' 1" || 54' 3" || 12:44AM || grass,dirt || Harmony Ridge #17<br>Close to compound, mine
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| − | | 1340,1593 || 23' 9" || 22' 11" || 12:47AM || grass || Harmony Ridge #18<br>Crosses road
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| − | | 1360,1593 || 21' 6" || 20' 7" || 12:51AM || grass || Harmony Ridge #19
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| − | | 1370,1610 || 54' 7" || 53' 6" || 12:57AM || grass || Harmony Ridge #20
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| − | |} | |
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| − | === Harmony Ridge route === | + | == Northern Branch == |
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| − | This is essentially the T3 route described on [http://www.atitd.org/wiki/tale3/Guilds/The_Eighth_Lake/Harmony_Ridge this page on the T3 wiki], re-surveyed for T4.
| + | * Survey data: [[Media:InkoatenNorthernBranchSurvey.zip]] |
| − | | + | * This route branches from the mainline at around tower 22 then heads north, through the sandbar west of the CS, and up the bank of the Nile to the UArt bridge. |
| − | 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.
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| − | Tower raising costs:
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| − | {| border="1" cellspacing="0" cellpadding="10"
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| − | ! Material !! Required !! SAWW estimate
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| − | |-
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| − | | Bricks || 105,850 || 92,000
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| − | |-
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| − | | Concrete || 4,514 || 4,100
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| − | |-
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| − | | Cut Stone || 2,338 || 1,580
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| − | |-
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| − | | Pipe Segments || 107 || 130
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| − | |}
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| − | Pump raising costs:
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| − | {| border="1" cellspacing="0" cellpadding="10"
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| − | ! Material !! Required !! SAWW estimate
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| − | |-
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| − | | Bricks || 113,201 || 30,000
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| − | |-
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| − | | Concrete || 5,660 || 1,500
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| − | |-
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| − | | Cut Stone || 1,748 || 502
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| − | |-
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| − | | Pipe Segments || 25 || 10
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| − | |-
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| − | | Gearboxes || 50 || 20
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| − | |}
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| − | | |
| − | (I have this data derived from a spreadsheet, contact me for a copy if you need it)
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