IM 2019 June 19 | Page 69

HIGH PROFILE to be liquid. The typical seismic movements recorded from between December 2016 and February 2017 are as shown in the main image above. The area of the water movement – shown in blue, is approximately 250 m wide (across the dam), and extends into the water reservoir some 350 m. The main area for seismic activity shown as red is a line extending into the water reservoir some 150 m. It should be noted that these locations were uncertain, and prior to the changes discussed above. Typical data recorded after the changes, and also after the system, was relocated to the second step from the bottom of the tailing dam, as shown in the image above. “The body of liquid movement is of the same area and size as before. Note it is to one side of the dam. This happens due to the fact that the old mine pit has a natural body of water closer to the right abutment of the dam – this was, in fact, one of the reasons Germano Pit was chosen for the tests in the first place, to check if the monitoring system would be accurate enough to detect this peculiarity. Some of the red seismic events are due to random activity outside of the dam (trucks and the like) and should be ignored as should any single events not forming a line or cluster.” There appear to be two seismic lines running from near sensor ‘B’, and this needs some further investigation, to establish the true nature of the event. For these dams, it would be proposed to monitor with three sensors to enable a triangulation of event location to be 100% accurate. This is a technique already deployed in Australia for monitoring large open pit walls. “For future installations, it is recommended that a minimum of three sensors are deployed to confirm and improve the location accuracy. The location of water to the dam wall would then be able to be accurately measured and displayed. The addition of the third sensor will allow tri- angulation of the source of the events. This technique does not require accurate wave detection of primary and secondary (or surface waves) time of arrival differences. This will resolve any remaining uncertainty about the locations.” “For information, this technique was deployed in Australia where drilling confirmed the event locations provided by the SureWave system (aquifer with moving water near a side wall). It is strongly recommended that the dam is monitored permanently. The system is setup and able to be observed daily via the remote connection and visually checked for any changes or significant events. It should also be established if the seismic activity within the Germano Dam is typical of these types of dams.” IM This article is based on a paper by Breno Castilho, Samuel Carneiro of Samarco Mineração and Philip Shaw of SureWave Technology As the t th w orld ld e v olv l es, so s has h y o ur de ew a tering tec hnolog g y par tne r Built without comp promise, the heavy duty DX XB Pump mine dewaterin ;:9; 8 76: 8 54329 8 7614 0/ 8 9.: 8 -162/ 8 ,27;; 8 +160:22 8 *4)* 8 1(: ( :630' 8 4063&722:/ 8 6154;9 8 ,10;964,%1 10 8 70/ 8 "4:2 8 :!,3:0,  &732752: 8 30 8 ;3/ 8 96732 :6 8 70/ 8 ;140/ 8 7:0479:/ 8 ,701* *3:; 8 9.: 8 ;:&:09 8 )1/:2; 8 1" 8 *4)*; 8 76: 8 ,7*752: 8 1" " 8 1-; 8 1" 8 1&:6 8 ).6 8 70/ 8 .:7/; 8 5: 10/ 8 ) 8 -.32;9 8 5:30' 8 4* 8 91 8  8 :!, 3:09 8 70/ 8 4;30' 8 9.: 8 2:7;9 8 7)140 09 8 1" 8 "4:2 8 70/ 8 /1-0%): Designed and built in the UK UK, all DXB Pump equipme ent is available through your 1-0 8 ;4**2 8 ,.730 8 16 8   8 *61,46:):09 8 .14;:; 8 70/ 8 1( (:6 8 9.: 8 )7 3)4) 8 7)1409 8 1" 8 6:9460 8 10 8 146 8 30&:;9 ):09 8 70/ 8 1" 8 ,146;: 8  8 79:6372; 8 1" 8 ,10;964, %10 8 30,24/: 8 +  +4 8 4,%2: 8 610 76/ 8 610 8 722 8 7&732752: 8 7; 8 /6 *63): 8 :0'30: 8 /63 & : 0 8 *4)* ;:9; 8 9.79 8 ,70 8 9 8 30 8 7 8 ,109730:6 8 " 16 8 "7 " 7;9: :6 8 /:23&:6  70/ 8 : & : 0 8 7 8  8 "1 1 8 '1 8 7.:7/ 8 56:7 8 9. .: 8 )142/ 8 70/ 8 6:7* 8 9.: 8 070,37 2 8 6:-76/; 8 1" 8 :&124%10 DXB Pump-Aroun nd your clock, around you r world® ---/ -  / 5*4)**1-:6 / 5 * 4 ) * * 1 - : 6  JUNE 2019 | International Mining 65