topographical geological and geophysical measurements in

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Università degli Studi di Trieste Università degli Studi di Trieste Dipartimento di Matematica ed Informatica Dipartimento di Matematica ed Informatica Dipartimento di Geoscienze Dipartimento di Geoscienze Topographical Geological and Geophysical Measurements in the Topographical, Geological and Geophysical Measurements in the Diamer Basha Dam Area (Gilgit Baltistan) Diamer Basha Dam Area (Gilgit Baltistan) Giorgio Poretti (1) Chiara Calligaris (2) ShahinaTariq (3) Hawas Khan (5) Gino De Min (4) and Faqiha Zubair (3) Giorgio Poretti , Chiara Calligaris , ShahinaTariq , Hawas Khan , Gino De Min and Faqiha Zubair (1) Department of Mathematics and Informatics (DMI) University of Trieste (Italy); (2) Geosciences Department University of Trieste (Italy); (3) Totem S r l ; (4) Bahria Department of Mathematics and Informatics (DMI) University of Trieste (Italy); Geosciences Department University of Trieste (Italy); Totem S.r.l.; Bahria University Islamabad (Pakistan); (5) Karakorum International University Gilgit (Pakistan) University Islamabad (Pakistan); (5) Karakorum International University Gilgit (Pakistan) 9 9 10 11 11 Agriculture and electricity are the backbone of Pakistan’s economy Pakistan today is one of the World’s fastest growing economy . Pakistan today is one of the World s fastest growing 6 countries with a population estimated to be around 170 million at 6 countries with a population estimated to be around 170 million at the beginning of 2009 Due to the inability to regulate large rivers the beginning of 2009. Due to the inability to regulate large rivers by means of sizeable storages, the country is already facing 7 by means of sizeable storages, the country is already facing f t d fi it i l t i it d i h t i 7 frequent power deficits in electricity and serious shortages in edible grains production If the present trend continues Pakistan edible grains production. If the present trend continues, Pakistan ld b f th f d d fi it ti i th ft could become one of the food deficit countries in the near future. Therefore there is a dire need to build new reservoirs for 8 Therefore, there is a dire need to build new reservoirs for i i i lt d i i l t i it d ti improving agriculture and increasing electricity production. The Diamer Basha Dam with its 272-metres in height, will be the highest roller compacted concrete (RCC) gravity dam in the world It will be situated on the Indus River about 315 km upstream from the (RCC) gravity dam in the world. It will be situated on the Indus River, about 315 km upstream from the Tarbela Dam site, 180 km below the Gilgit-Baltistan capital Gilgit and about 40 Km downstream from Chilas The reservoir created behind the dam will extend for about 105 Km up to the Raikot Bridge on the Chilas. The reservoir created behind the dam will extend for about 105 Km up to the Raikot Bridge on the Karakoram Highway . The project started in September 2005 (with the preliminary geological Karakoram Highway . The project started in September 2005 (with the preliminary geological investigations) and the dead line for its completion is 2016 investigations) and the dead line for its completion is 2016. A l d di t bt th 6b h k f th t ki t ll d Angles and distances between the 6 benchmarks of the network installed on the banks of the Indus River in the Basha Dam area Line Hz V D SQM Line Hz V D SQM (6-7) 132°55’5.6’’ 88°48’9.7’’ 490.997 0 0039 0.0039 (6 9) 18°38’07 5’’ 88°05’35 7’’ 599 830 (6-9) 18°38’07.5’’ 88°05’35.7’’ 599.830 0.0046 0.0046 (6 10) 57°05’04 2’’ 90°03’50 9’’ 588 684 (6-10) 57°05 04.2 90°03 50.9 588.684 0.0011 (7-10) 323°49’56 5’’ 90°56’04 2’’ 668 007 0 0039 (7-10) 323 49 56.5 90 56 04.2 668.007 0.0039 (7-8) 98°29’18.5’’ 91°03’08.3’’ 714.230 0 0028 (7 8) 98 29 18.5 91 03 08.3 714.230 0.0028 (7-11) 20°34’41.3’’ 87°41’41.5’’ 642.627 0 0000 0.0000 (8 10) 112°32’56 3’’ 89°53’29 1’’ 1275 478 The project involves the determination of six monitoring points in the area of the dam and in (8-10) 112°32’56.3’’ 89°53’29.1’’ 1275.478 0 0007 The project involves the determination of six monitoring points in the area of the dam, and in 0.0007 (8 11) 137°59’05 3’’ 87°22’48 8’’ 854 887 particular two corresponding to the dam itself, two upstream and two downstream (three on (8-11) 137°59 05.3 87°22 48.8 854.887 0.0127 particular two corresponding to the dam itself, two upstream and two downstream (three on the right bank and three on the left bank of the Indus river) These six points have been linked (11-10) 184°05’30 6’’ 93°22’23 6’’ 623 092 0 0145 the right bank and three on the left bank of the Indus river). These six points have been linked (11 10) 184 05 30.6 93 22 23.6 623.092 0.0145 (10 9) 134°02’41 3’’ 86°59’22 2’’ 391 479 by high accuracy measurements of distances and angles. (10-9) 134°02’41.3’’ 86°59’22.2’’ 391.479 0 0025 by high accuracy measurements of distances and angles. Th t td h th lt f th i iti l t hi l f th d ' 0.0025 (9 7) 81°38’42 8’’ 90°35’41 0’’ 918 246 The present study shows the results of the initial topographical survey of the dam's area (9-7) 81°38’42.8’’ 90°35’41.0’’ 918.246 0.0000 realized within the framework of a larger monitoring project called "Nanga Parbat 0.0000 realized within the framework of a larger monitoring project called Nanga Parbat H h M if M it i P j t" th t t f hi h i t dt i th lift f th Haramosh Massif Monitoring Project" the target of which is to determine the uplift of the This study was carried out within the framework of the Ev K2 CNR Project in collaboration with the University of massif due to geo-tectonic compressions This study was carried out within the framework of the Ev-K2-CNR Project in collaboration with the University of Ti t Bhi Ui it K k It ti lU i it dA dJ dK h iUi it d massif due to geo tectonic compressions. Th di t d ith Li TS30 ttl t ti ifi d ith h t GPS Trieste, Bahria University, Karakorum International University and Azad Jammu and Kashmir University and h k ib i f h I li Mi i f Ed i Ui ii dR hi h f k fh The distances measured with a Leica TS30 total station were verified with short GPS thanks to contributions from the Italian Ministry of Education, Universities and Research in the framework of the measurements performed on the same benchmarks Executive Programme of cultural, scientific and technological cooperation between the Italian Republic and the measurements performed on the same benchmarks. Islamic Republic of Pakistan.

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Page 1: Topographical Geological and Geophysical Measurements in

Università degli Studi di TriesteUniversità degli Studi di TriesteDipartimento di Matematica ed InformaticaDipartimento di Matematica ed Informatica

Dipartimento di GeoscienzeDipartimento di Geoscienze

Topographical Geological and Geophysical Measurements in theTopographical, Geological and Geophysical Measurements in theDiamer Basha Dam Area (Gilgit Baltistan)Diamer Basha Dam Area (Gilgit Baltistan)( g )

Giorgio Poretti (1) Chiara Calligaris (2) ShahinaTariq (3) Hawas Khan (5) Gino De Min (4) and Faqiha Zubair (3)Giorgio Poretti ( ), Chiara Calligaris ( ), ShahinaTariq (3), Hawas Khan (5), Gino De Min ( ) and Faqiha Zubair (3)

(1) Department of Mathematics and Informatics (DMI) – University of Trieste (Italy); (2) Geosciences Department – University of Trieste (Italy); (3) Totem S r l ;(4) Bahria( ) Department of Mathematics and Informatics (DMI) – University of Trieste (Italy); ( ) Geosciences Department – University of Trieste (Italy); ( ) Totem S.r.l.;( ) Bahria University Islamabad (Pakistan);(5) Karakorum International University Gilgit (Pakistan)University – Islamabad (Pakistan);(5) Karakorum International University – Gilgit (Pakistan)

9910

1111 Agriculture and electricity are the backbone of Pakistan’sg yeconomy Pakistan today is one of the World’s fastest growingeconomy. Pakistan today is one of the World s fastest growing

6 countries with a population estimated to be around 170 million at6 countries with a population estimated to be around 170 million atthe beginning of 2009 Due to the inability to regulate large riversthe beginning of 2009. Due to the inability to regulate large riversby means of sizeable storages, the country is already facing

7by means of sizeable storages, the country is already facingf t d fi it i l t i it d i h t i7 frequent power deficits in electricity and serious shortages inedible grains production If the present trend continues Pakistanedible grains production. If the present trend continues, Pakistan

ld b f th f d d fi it t i i th f tcould become one of the food deficit countries in the near future.Therefore there is a dire need to build new reservoirs for

8Therefore, there is a dire need to build new reservoirs fori i i lt d i i l t i it d tiimproving agriculture and increasing electricity production.

The Diamer Basha Dam with its 272-metres in height, will be the highest roller compacted concreteg , g p(RCC) gravity dam in the world It will be situated on the Indus River about 315 km upstream from the(RCC) gravity dam in the world. It will be situated on the Indus River, about 315 km upstream from theTarbela Dam site, 180 km below the Gilgit-Baltistan capital Gilgit and about 40 Km downstream from, G g p G gChilas The reservoir created behind the dam will extend for about 105 Km up to the Raikot Bridge on theChilas. The reservoir created behind the dam will extend for about 105 Km up to the Raikot Bridge on theKarakoram Highway. The project started in September 2005 (with the preliminary geologicalKarakoram Highway. The project started in September 2005 (with the preliminary geologicalinvestigations) and the dead line for its completion is 2016investigations) and the dead line for its completion is 2016.

A l d di t b t th 6 b h k f th t k i t ll dAngles and distances between the 6 benchmarks of the network installed on the banks of the Indus River in the Basha Dam areae b s o e dus ve e s e

Line Hz V D SQMLine Hz V D SQM(6-7) 132°55’5.6’’ 88°48’9.7’’ 490.997 0 0039( ) 0.0039(6 9) 18°38’07 5’’ 88°05’35 7’’ 599 830(6-9) 18°38’07.5’’ 88°05’35.7’’ 599.830 0.00460.0046(6 10) 57°05’04 2’’ 90°03’50 9’’ 588 684(6-10) 57°05 04.2 90°03 50.9 588.684 0.0011(7-10) 323°49’56 5’’ 90°56’04 2’’ 668 007 0 0039(7-10) 323 49 56.5 90 56 04.2 668.007 0.0039(7-8) 98°29’18.5’’ 91°03’08.3’’ 714.230 0 0028(7 8) 98 29 18.5 91 03 08.3 714.230 0.0028(7-11) 20°34’41.3’’ 87°41’41.5’’ 642.627 0 0000( ) 0.0000(8 10) 112°32’56 3’’ 89°53’29 1’’ 1275 478The project involves the determination of six monitoring points in the area of the dam and in (8-10) 112°32’56.3’’ 89°53’29.1’’ 1275.478 0 0007The project involves the determination of six monitoring points in the area of the dam, and in 0.0007(8 11) 137°59’05 3’’ 87°22’48 8’’ 854 887particular two corresponding to the dam itself, two upstream and two downstream (three on (8-11) 137°59 05.3 87°22 48.8 854.887 0.0127

particular two corresponding to the dam itself, two upstream and two downstream (three onthe right bank and three on the left bank of the Indus river) These six points have been linked (11-10) 184°05’30 6’’ 93°22’23 6’’ 623 092 0 0145the right bank and three on the left bank of the Indus river). These six points have been linked (11 10) 184 05 30.6 93 22 23.6 623.092 0.0145

(10 9) 134°02’41 3’’ 86°59’22 2’’ 391 479by high accuracy measurements of distances and angles. (10-9) 134°02’41.3’’ 86°59’22.2’’ 391.479 0 0025by high accuracy measurements of distances and angles.Th t t d h th lt f th i iti l t hi l f th d ' 0.0025

(9 7) 81°38’42 8’’ 90°35’41 0’’ 918 246The present study shows the results of the initial topographical survey of the dam's area

(9-7) 81°38’42.8’’ 90°35’41.0’’ 918.246 0.0000realized within the framework of a larger monitoring project called "Nanga Parbat – 0.0000realized within the framework of a larger monitoring project called Nanga ParbatH h M if M it i P j t" th t t f hi h i t d t i th lift f thHaramosh Massif Monitoring Project" the target of which is to determine the uplift of the

This study was carried out within the framework of the Ev K2 CNR Project in collaboration with the University ofmassif due to geo-tectonic compressions

This study was carried out within the framework of the Ev-K2-CNR Project in collaboration with the University of T i t B h i U i it K k I t ti l U i it d A d J d K h i U i it dmassif due to geo tectonic compressions.

Th di t d ith L i TS30 t t l t ti ifi d ith h t GPSTrieste, Bahria University, Karakorum International University and Azad Jammu and Kashmir University and h k ib i f h I li Mi i f Ed i U i i i d R h i h f k f hThe distances measured with a Leica TS30 total station were verified with short GPS thanks to contributions from the Italian Ministry of Education, Universities and Research in the framework of the

measurements performed on the same benchmarks Executive Programme of cultural, scientific and technological cooperation between the Italian Republic and the measurements performed on the same benchmarks.Islamic Republic of Pakistan.p f