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#1 |
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Or equally, how knackered and broken am I?
Today I excavated 25 square metres of wet mud down to a distance of 5 inches. I then stuck it in buckets and a wheel barrow and carried it 10 metres and up 6ft of steps to dump it. So who can reliably estimate how much 25 sq metres of wet mud/ 5 inches deep weighs and how do you work it out? (for the young'uns 5 inches is about 12cm). |
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#2 |
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If it was a pond, you'd be looking at 2,500 litres of water
3 cubic metres Last edited by DJ123; 08-05-12 at 09:35 PM. |
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#3 |
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And I believe 1 cubic metre of water is approximately 1 metric ton, so assuming mud is maybe 25% heavier than water by volume (total guess), 3.75 tons was shifted by your knackered, broken self.
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#4 |
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As i order ton bags of stuff fairly regular...
I metric ton of building sand or sharp sand equates to approx 0.6 cubic metres in real terms. Knowing wet mud is quite dense, im estimating around 4 tons in weight, no biggy ![]() Last edited by Specialone; 08-05-12 at 09:47 PM. |
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#5 |
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not very strong and not very smart either
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#6 |
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I have put all the elements of this equation into a super computer that was built by Stephen Hawking and Carol Vorderman so it's the tits.
The results are as follows Total weight moved = 9.3 Dawn Frenchs Total amount of beers earned = 5 pints or 7 cans Brownie points earned from wife = 0.125 Total amount of impressed Orgers = you
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#7 |
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ha ha I'll have to remeasure then, cos there is no way I could have done 5 metric tons (3/0.6) in one day.
Mind you it felt like 5 tons, 10 hours of dig, hump and lump. I could barely open a bottle or two of beer at the end of it ![]() Edit: Shaddup Winder ya funny fecker numpty. DP. No can do, garden has no access, for diggers. I could have hired some ukrainian diggers but I is too tight to pay £2/hr. Last edited by The Idle Biker; 08-05-12 at 09:59 PM. |
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#8 |
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by my reckoning you have dug the equivalent of a grave. that's bloody good going.
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#9 |
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25m^2 x 0.127m = 3.175m^3 as previously mentioned. (5inches x25.4mm = 127mm)
Standard bulk density for partially saturated soil = 18kN/m^3 18kN/m^3 x 3,175m^3 = 57.15kN 57.15kN x 1000 / 9.81 = 5825Kg or about 5.8T Edit: does seem alot by hand in a day.... you sure it was about 5m x 5m on plan? And thats probably a bit of a conservative estimate. 18kN/m^3 could easily become 19 or 20 depending on they type of soil. Last edited by MisterTommyH; 08-05-12 at 11:23 PM. |
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#10 |
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