Jon Miller
EF2
Can there be too much wind shear and , if so, what are the limits for tornadic storms ? Are there any good web sites that discuss wind shear and how it is deterrmined, etc?
After witnessing the continued decrease of involvement in the SpotterNetwork staff in serving SN members with troubleshooting issues recently, I have unilaterally decided to terminate the relationship between SpotterNetwork's support and Stormtrack. I have witnessed multiple users unable to receive support weeks after initiating help threads on the forum. I find this lack of response from SpotterNetwork officials disappointing and a failure to hold up their end of the agreement that was made years ago, before I took over management of this site. In my opinion, having Stormtrack users sit and wait for so long to receive help on SpotterNetwork issues on the Stormtrack forums reflects poorly not only on SpotterNetwork, but on Stormtrack and (by association) me as well. Since the issue has not been satisfactorily addressed, I no longer wish for the Stormtrack forum to be associated with SpotterNetwork.
I apologize to those who continue to have issues with the service and continue to see their issues left unaddressed. Please understand that the connection between ST and SN was put in place long before I had any say over it. But now that I am the "captain of this ship," it is within my right (nay, duty) to make adjustments as I see necessary. Ending this relationship is such an adjustment.
For those who continue to need help, I recommend navigating a web browswer to SpotterNetwork's About page, and seeking the individuals listed on that page for all further inquiries about SpotterNetwork.
From this moment forward, the SpotterNetwork sub-forum has been hidden/deleted and there will be no assurance that any SpotterNetwork issues brought up in any of Stormtrack's other sub-forums will be addressed. Do not rely on Stormtrack for help with SpotterNetwork issues.
Sincerely, Jeff D.
[Broken External Image]:http://www.crh.noaa.gov/techpapers/service/tsp-10/fig6.jpg
Figure 6. Scatter diagram showing combinations of CAPE in J/kg and 0-2 km AGL positive wind shear for 242 tornado cases during 1980-1990 (Johns et al. 1993). Figure reproduced from Johns and Doswell (1992).
Originally posted by Jeff Snyder
Amos,
I think we need to be careful about drawing conclusions relating tornado frequency to a combination of helicity and CAPE.
Originally posted by Amos Magliocco
I think the results suggest that a particular environment of CAPE and SRH supports more strong tornadoes than other sets of those particular values. Nothing more and nothing less. But it seems germane to the idea of too much shear.
Originally posted by Jeff Snyder+--><div class='quotetop'>QUOTE(Jeff Snyder)</div><!--QuoteBegin-Amos MaglioccoI think the results suggest that a particular environment of CAPE and SRH supports more strong tornadoes than other sets of those particular values. Nothing more and nothing less. But it seems germane to the idea of too much shear.
But does it? Saying so means that one can conclude that there's a better chance of a strong/violent tornado occuring with a 300 0-2km helicity and 3000 CAPE combination than with a 500 0-2km helicity and 5000 CAPE combination. [/b]
Originally posted by Gabe Garfield
In my observation, extreme instability with moderate shear is much better than the volatile extreme instability/extreme shear combo.
Gabe
Extreme CAPE and extreme instabilty just don't coexist very often - so if you have an example when it happened, I'd be interested in hearing about it (seriously).