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<br />Or';)')" <br />U ..1.- L. ..' ~. <br /> <br />(~?e} <br /> <br />~~~ <br /> <br />Specific Comments <br />The follovling comments and data relate to specific subject matter <br />monitored during this period: <br />1. Bridge Creek Canyon Quadrilateral Surveys <br />Comparison of differentials in measurements taken 7/12/74 and those' <br />taken a year later in 7/28/75 show no significant change. Differentials <br />obtained from Quadrilateral "D" which was purposely located away from <br />reservoir influence in Bridge Creek Canyon compares well with those <br />surveyed in Quadrilaterals "A," "B," and "C" located at the Bridge. <br />2. Rainbow Bridge Elevation Surveys <br />No significant change in elevation has occurred. The Colorado River <br />Storage Project Power Operations Office is preparing a summary report <br />relative to the triangulation (quadrilateral) surveys. This report <br />will explain survey systems, accuracies obtainable, and the location. <br />3. ~Ihittemore Strain Gage Instrur.lentation <br />A new set of measurements were made to evaluate deformation response <br />of the existing cracks in the Bridge legs. Appended to Status Report #4 <br />was a measurement plot of Whittemore Gage readings showing accumulative <br />movement between the cracks responding to seasonal temperature variation. <br />Upon reaching a complete season temperature cycle it is found that the <br />movement registered across the cracks returned to the i ni ti a 1 poi nt. <br />4. Photogeology <br />A fourth phase of the photogeology system composed of 26 photographs <br />.coveri ng the Bri dge Creek Canyon and Rai nbol'l Ilri dge l'las taken on <br />August 13 when Lake Powell was at elevation 3673.70. Comparison with <br />other sets of photogeology maps taken for prior monitorings shOl'J no <br /> <br />-~;~: <br />~{~5 <br /> <br />~:-:_~,:{' <br />'.-'CO:-'-__". <br /> <br />I <br /> <br /> <br />. ;;"--:;." <br /> <br /> <br />i <br /> <br />l;.~S<:"~~~ <br /> <br />II <br /> <br />~t!f~iI <br /> <br />~.~:'-:-~~.:--;~ <br />~;:~;~~~~f <br />(;~{i:r~ <br />~::~~:,;';- '..- <br />.;"J'_::';'-'';;' <br /> <br />3 ~;:~'., <br />'~II~lr~~~~"~!~~~1t~{';il~~~~i~~~~I~~!~rtt~~tl!~tf(li~!~~ <br /> <br />~~i!;t~frifftl~~~~~~t~i1'~~~f!{~: .' <br />