تحلیل فضایی مخاطرات محیطی

تحلیل فضایی مخاطرات محیطی

تداخل‌سنجی تفاضلی تصاویر راداری به منظور تبیین خطرپذیری شبکه انتقال نفت و گاز از مخاطره زمین-لغزش

نویسندگان
دانشگاه شهید مدرس
چکیده
تداخل­سنجی راداری تکنیکی کارآمد برای رصد پویایی سطوح است که به کمک آن میتوان ناپایداری سطوح به­خصوص سطوح دامنه­ای که مخاطرات لغزشی را پیامد دارند، تشخیص داده و مورد پایش قرار داد. تشخیص این مخاطره علاوه بر خطرات شناخته شده و متداول آن در پاره­ای مواقع می­تواند تأسیسات و زیرساخت­های مدفون را آسیب رسانیده و خسارات و خطرات فراوانی به همراه داشته باشد. شبکه انتقال نفت از جمله این زیرساخت­هاست که با عبور از نواحی کوهستانی و مستعد لغزش عموماً در خطر شکستگی و نشت قرار دارند. طبق مطالعات صورت گرفته، پژوهشی به منظور تعیین خطرپذیری خطوط لوله با تکنیک تداخل­سنجی راداری در منطقه مورد مطالعه یافت نشد. تحقیق حاضر خطرپذیری شبکه نفت و گاز مارون (مارون-اصفهان) در زاگرس مرکزی از مخاطره زمین­لغزش به کمک تکنیک تداخل­سنجی رادری را هدف داشته است. بدین منظور داده­های دو سنجنده راداری در باند C و L در مقاطع متفاوت زمانی دریافت و مبتنی بر روش تداخل­سنجی تفاضلی میزان تغییرات سطح و جابجایی­های آن محاسبه شد. بر این اساس نرخ حداکثر جابجایی در منطقه حدود 4/7 سانتی­متر بالاآمدگی و 9/3 سانتی­متر فروافتادگی حاصل شد. پس از آن صحت نتایج بدست آمده از مرحله آزمایشگاهی، در پیمایش میدانی با بازدید از 3 زمین­لغزش واقع در مجاورت خط لوله و تطبیق مکانی آن­ها با یافته­های آزمایشگاهی سنجیده شد. سپس پهنه­بندی خطر آتی زمین­لغزش در 5 کلاس خطر با مدل تجربی ارزش اطلاعاتی تهیه و صحت­سنجی شد. مستند به این نقشه، حدود 20 درصد سطح منطقه در کلاس خطر زیاد و بسیار زیاد طبقه­بندی شده است. منطبق­سازی نقشه کلاس­بندی خطر زمین­لغزش با مسیر خط لوله نشان داد که 5/28 درصد از طول خط لوله مورد مطالعه در کلاس خطر زیاد و خیلی زیاد، و حدود 52 درصد از آن در کلاس خطر کم و بسیار کم قرار گرفته­اند.
کلیدواژه‌ها

عنوان مقاله English

Risk assessment of gas and oil pipelines due to land sliding hazard based on D-InSAR technique

نویسندگان English

mohammad sharifikia
Ali mosivand
maral poorhamzah
چکیده English

Risk assessment of Maroun gas and oil pipelines due to land sliding hazard



based on D-InSAR technique



Mohammad Sharifikia, @ Associate professor, Tarbiat Modares University, Department of Remote Sensing-



Iran



Meral Poorhamzah, postgraduate in Remote Sensing, Tarbiat Modares University



Abstract

It is importance to note that Iranian oil company have to transfer this valuable enrage from one side to other side of

country passing form several ridge and valley prone with several natural hazard. This is because the natural sources

of oil and gas generally lied in south west part of Iran locally calling Manathegh Nafte Khize Jonoub (south oil field

area). This area is closed to one of most active geological zone of Iran (Zakrose) covering thousands of kilometer

from south east to north west. Supplying natural enrages to central port of country need to crossing from this zone

which is suffering with several difficulties as well as neutral hazard. Out of neutral hazards can found to excite in

this area, the landslide hazard is a main restriction for pipeline crossing over.

The present research is dale with radar interferometry techniques applying for risk assessment and mapping over the

oil and gas pipelines suffering to landslides hazard in the part of Central Zagros (Maroun-Esfahan). For this purpose,

two individual radar dataset in C (ASAR) and L (PALSAR) band with deferent time were collected. Furthermore,

the D-InSAR technique was applied for land surface movement and land displacement detection. The outcome map

was showed the maximum rate of land displacement in this region is about 7.4 cm uplifted and 3.9 cm subsidence

with duration of almost one year. this is due to shape of landslide over the area’s slop. Overlying the landslide map

with the pipeline crossing route shown at lies three active landslides over the Maroun-Esfahan gas and oil pipelines.

For investigation about this three landslide and damage estimation over the pipeline the field study has been done

for accuracy assessment and land movement rat measuring and evaluation. Which, successfully identified and

mapped 3 landslides were located across the pipeline and damage it. Furthermore, map surveying by DGPS in RTK

method over the one of landslide shown that sliding transfer 20 m with falling 10 m over the length of 45 m of gas

pipeline. moreover, the press of landslide made curvatures on straight pip hogging pipe 43 cm. continued this

landslide activation and more pressing in close further can make a fracture and pessimistic pipe expulsion. With can

a kind of disaster if the event be close to settlements are.

The outcome landslide map shown the active landslide points (small area) very well, but the main think need to

suffusion information about interred area. For this exigency have to convert points data map to area as prediction

hazard. For this proses and to understanding the amplitude of landslide hazard in area the information value model

was applied for hazard zonation and mapping. The landslide hazard map resulting from D-InSAR technique as

inventory map along with 8 data set maps namely, lito-logy, soil, land cover, lineaments, faults, roads, derange

pattern and slop, has been interred to model for zonation and hazard estimation over the area. Furthermore, this map

was reclass in 5 individual hazard and risk class from low to high risk. The hazard map analyses and calculation was

show about 20 percent of area study was marked as high and very high risk zone. This is mainly because of

morphological and lito-logical exclusivity of area resulting by active tectonics. Crooning and overlaying the

landslide hazard map with pipeline track has been shown 28.5 percent of line length crossing over the high and very

high risk zone, where the 52 percent was prone with low and very low risk zone. This mine that near 1/3 of mention

pipeline length suffering from hazardous area which can classified as high risk part of pipeline.

Interpreting the hazardous classes on the prediction map is an important concern in landslide prediction models. For

this purpose, the prediction-rate curve was generated using validation group of landslide locations to validate the

prediction map obtained. This rate curve explains how well the model and factors predict the landslide. Results from

the success-rate curve are very promising, since the 3% area predicted as the most hazardous, includes 42.35% of

the total area affected by landslides, and this value grows to 90%, when about 25% area of highest susceptibility is

considered. The prediction accuracy can be assessed qualitatively by calculation the area under cover. The total area



equal to one means perfect prediction accuracy. In this model ratio area was 0.633 that means the prediction

accuracy was 63.3%.

Keywords: Differential SAR Interferometry, PALSAR, ASAR, Landslide, Oil and Gas Pipeline risk

کلیدواژه‌ها English

Differential SAR Interferometry
PALSAR
ASAR
Landslide
Oil and Gas Pipeline risk
- Chamundeeswari, V., & et al. (2008). A CRITICAL ANALYSIS TO GENERATE CHANGE DETECTION MAP USING SAR INTERFEROMETRY FOR LAND SUBSIDENCE MONITORING OF NEW ORLEANS CITY OF USA. IEEE Transactions on Geoscience and Remote Sensing, 518-521.
- Chatterjee, R., & et al. (2006). subsidence of kolkata (Calcutta) City, India during the 1990 as observed from space by Differential Synthetic Aperture Radar Interferometry (D-InSAR) technique. Remote Sensing of Environment, 176-185.
- Crosetto, M., Gili, J., & et al. (2013). Interferometric SAR monitoring of the Vallcebre landslide (Spain) using corner reflectors. Natural Hazards and Earth System Sciences, 923-933.
- Honegger, G., & et al. (2010, october 1). RECENT PRCI GUIDELINES FOR PIPELINES EXPOSED TO LANDSLIDE AND GROUND SUBSIDENCE HAZARDS. Pipeline Research Council International (PRCI).
- Firucha, A., Kriyo Sambodho, d., & Wahyudi. (2012). Penilaian Risiko terhadap Pipa Bawah Laut East Java Gas Pipeline (EJGP) Pertagas Akibat Soil Liquefaction karena Gempa Bumi. JURNAL TEKNIK ITS, ISSN: 2301-9271.
- Ferretti, A., Colombo, D., Fumagalli, A., Novali, F., & Rucci, A. (2015, November 12). InSAR data for monitoring land subsidence:time to think big. Proceedings of the International Association of Hydrological Sciences (PIAHS), 331-334.
- Raucoules, D., & et al. (2007). Urban subsidence in the city of Prato (Italy) monitored by satellite radar interferometry. International Journal of Remote Sensing, 891-897.
- Shahriar, A., Sadiq, R., & Tesfamariam, S. (2012). Risk analysis for oil & gas pipelines: A sustainability assessment approach using fuzzy based bow-tie analysis. Journal of Loss Prevention in the Process Industries, 505-523.
- Sharifikia, M. (2007). Remote Sensing & GIS Application in Geohazards A case Study of Central Alborz, N. Iran. PhD Thesis, Department of Geology University of Delhi.
- Sneed, M., E. Ikehara, M., & et al. (2003). Detection and Measurement of Land Subsidence Using Interferometric Synthetic Aperture Radar and Global Positioning System, San Bernardino County, Mojave Desert, California. Sacramento, California: U.S. GEOLOGICAL SURVEY.
- Schlögel, R., & et al. (2014). Landslide deformation monitoring with ALOS/PALSAR imagery: A D-InSAR geomorphological interpretation method. Geomorfology, 314-330.
- Yin, K., & Yan, T. (1988). Statistical Prediction models forslope stability of metamorphosed rock. In Landslides, Bonnard, C(ed): 1269-1272.