Dear Mr.Leiper, Thanks for the quick reply. I thought that it might be something like this, for the last time that I looked at the price of a large piece of engineering quality polished granite, the cost was $ thousands, not hundreds. >> In my case the price was ten bucks many years ago at a scrap yard. It is two by three and 4" thick and already had the levelling mechanism. All my attachment points are with PC-7 epoxy, so no drilling was required. The idea was to preserve the geometry of the components to the most ridiculous degree possible over long term temperature drifts (days/weeks). I had tried all manners of insulation, stratified heating elements, baffles, etc. with less than ideal success. Have you tried a heater in the top of the enclosure which is accurately regulated to a few degrees above the actual floor temperature? >> Since my vault is highly stable, I decided to focus primarily on reducing drafts (relatively simple) and preserving geometric integrity over long period temperature swings through materials selection. I am not making the following points to quiz you, but just so that you can yourself reject any obviously inapplicable ones and maybe cross check on some others. What are you observing in the behaviour of the seismograph which you think is a fault / wish to correct? Did you measure and plot the inside and outside temperature changes actually occurring and were the events correlated with temperature changes? Do the bottom arm, the uprights and the diagonal support arm materials have the same temperature expansion coefficient? Do you also record air pressure, wind velocity, sunshine and rainfall? I am just thinking of other factors which might contribute to drift. You seem to be convinced that it is a temperature problem.... what if it isn't? How do you arrange the venting of the seis enclosure? If the air pressure falls suddenly, what flow can it cause inside the case? Do any of the effects tend to occur at around the same time of day? Are there any large electrical supply cables nearby? What sort of suspension systems do you use? Is there any magnetic material on the arm at all? I remember having to use Al rather than brass in one application because of it's weak magnetic properties. >>With a natural period of 50 seconds it only needs seasonal centring adjustment for what I theorise is increased weight of the frame house (the foundation rests on said bolder about 15 feet away) due to higher relative humidity in the summer, or the presence of leaves on a rather large beach tree about 30 feet away. With a 50 second response, the suspension angle is of the order of 0.1 Deg, which has to be maintained to parts per thousand.... In winter, a large Beech tree will use very little water. In summer it may, a very rough figure, use >50 galls a day. Say you have three weeks of fine weather, could a reduction of 1000 galls on that side of the house be in agreement with an observed shift? Just after I had sent my last EMail, I remembered where I had come across polished granite slabs before. A monumental stonemason.... Speaking gravely you say 'Yes, the array of holes is for security and to allow for flower baskets to be fitted.... No, no inscription please - in our situation, we consider it advisable that the stone should remain anonymous....' You might even get a partially engraved one cheap.... even some stonemasons make monumental mistakes.... It is late and I am getting tired... >> I think my next project will be a complete seismometer and recorder constructed entirely off materials available at Home Depot and Radio Shack..... I was looking at an old 4 lb glass bottling jar (Kilner) the other day and wondered if a mini S-G seis. could be fitted inside.... Regards Chris Chapman _____________________________________________________________________ Public Seismic Network Mailing List (PSN-L)
Larry Cochrane <cochrane@..............>