![]() |
If this is your first visit, be sure to check out the FAQ by clicking the link above. You may have to register before you can post: click the register link above to proceed. To start viewing messages, select the forum that you want to visit from the selection below. |
|
|
Thread Tools | Display Modes |
|
#1
|
|||
|
|||
![]() "T3" wrote in message . com... "Kevin Brooks" wrote in message ... "Chad Irby" wrote in message m... In article , "Kevin Brooks" wrote: Actually, the only guage I have for thickness is the claim you made that the structure was around twice as thick at the mid-point as the Rhine dams mentioned. Plus knowing the height of the structure, it is easy to surmise that the base dimensions have to be pretty darned big themselves to resist the massive moment resulting from the hydrostatic load. Of course, we could get a SWAG by taking the volume of concrete (known), the height of the structure, and then figuring the likely bottom "thickness" (as I believe you have called it)...let's see, 26 million cm with a max height of 185 meters and a length of about 2300 meters, gives us a likely bottom measurement in the area of about 122 meters, assumeing a uniformly decreasing cross section as you go up (yeah, I know that is probably not the case, but it will be close enough, and I have yet to see anything that actually provides the cross sectional dimensions of the dam as built). You assumed the dam, as built, is one big structure of a certain cross-section, that the amount of concrete used on the dam *project* is the same as that just used on the dam (as opposed to the other dam structures, locks, roads, powerhouses), et cetera. I used the only numbers I had available. You have offered exactly--zip in terms of actual numbers. And as i told you above, yes, assuming a linear relationship between the toe and crest of the dam is not going to be completely accurate--but it does provide a pretty good working number in the absence of any actual dimensions for cross sectional structural depth at various ordinates. If you have those precise numbers, please provide them. Overall, you've overestimated the volume of concrete used in the dam itself by at *least* a factor of two. Show why, and be specific; the 26 mil cm figure is the only one I came across in a quick search. That throws all of your other guesswork right out the window. LOL! Coming from a guy who postulated the use of a shaped charge (giggle-snort!) to penetrate said dam, the use of the term "guesswork" is a real hoot... Now, when you can show that the Taiwanese have a possible realistic retaliatory strike capability that allows them to actually breach that puppy, show us; otherwise your claims remain in Rambo Land. Brooks Kevin, they don't even have to come close to breaching it. Weaken it, water is relentless, it'll find a way through.... T3 This is all about posing a credible military threat. You are right in saying they don't have to breach it--much easier to take out the generating station, or substations, powerlines, locks, etc. Those things are all conceivable. Breaching it, as a military reponse to a PRC invasion/attack, is not. Brooks |
Thread Tools | |
Display Modes | |
|
|
![]() |
||||
Thread | Thread Starter | Forum | Replies | Last Post |
PING: Gordon (was: The torpedo high jump...) | Yeff | Military Aviation | 0 | June 10th 04 08:41 AM |
Taiwan to make parts for new Bell military helicopters | Otis Willie | Military Aviation | 0 | February 28th 04 12:12 AM |
realign M-750 to reduce noise in Taiwan | Dan Jacobson | Instrument Flight Rules | 0 | January 31st 04 01:44 AM |
US wants Taiwan to bolster intelligence gathering | Henry J. Cobb | Military Aviation | 0 | January 8th 04 02:00 PM |
monitoring China air communication with a radio in Taiwan | Dan Jacobson | Instrument Flight Rules | 0 | November 23rd 03 09:40 PM |