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Morphological interpretation of the summit area and SW flanks of Mount Natib. Napot Point is the location of the Bataan Nuclear Power Plant (BNPP).
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The SW sector of Mount Natib, a potentially active volcano in the Bataan volcanic arc in western Luzon, is the site of a mothballed nuclear power plant that members of the national legislature have proposed to activate. Detailed geological fieldwork was conducted to assess the capability of the volcano and to identify any volcanic hazards it might...
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... for nuclear installations. Although the work is still in progress, enough scientific data have been gathered to assist the Philippine government in deciding whether or not to activate the BNPP, and to improve the general hazard preparedness of the communities on the volcano slopes. Very near infrared (VNIR) images from the AVA ASTER (Advanced Spaceborne Thermal Emission and Reflection) archive (NASA 2009) were down- loaded and draped over an ASTER digital elevation model (DEM) using ERDAS (Earth Resources Data Analysis System) processing software. River drai- nage patterns, lava ridges, levees, summit calderas and a flank eruptive centre were identified in the three-dimensional (3D) images and aerial photographs. Lineaments were also delineated from the VNIR images, and from shaded relief and slope aspect maps derived from the DEM, to identify target sites for structural mapping. European Space Agency (ESA) Environmental Satellite (ENVISAT) Advanced Synthetic Aperture Radar (SAR) descending radar images were pro- cessed using the Stanford Method for Persistent Scatterers-Multi-Temporal InSAR (STAMPS-MTI: Hooper 2006). Twenty-one time-series images from 19 March 2003 to 8 March 2006 were used in the persistent scatterer interferometry to evaluate the ground movement of the area adjacent to the Lubao Fault. Before the fieldwork, sites of structural outcrops were selected using the lineament map. In the field, the orientation of joint and fault structures encountered at the target sites were measured, and geometric and kinematic fabrics were recorded for microtectonic analysis. Thick vegetation and soil cover developed from moderate to extreme weathering of the deposits limited access to good rock exposures, limiting most fieldwork to outcrops at quarries, coasts and road cuts. Where tephra deposits cropped out, slope faces were scraped cleaned before examining and describing deposit sequences and lithologies. Mapping of outcrops with pyroclastic deposits and faults was carried out at a scale of 1:2500. Two short-lived isotopes of radon gas have found useful application in evaluating active faults (Crenshaw et al. 1982). Radon 222 ( 222 Rn) is generated naturally by the decay of 238 U, and has a half- life of only 3.8235 days; Radon 220, also called thoron ( 220 Rn or 220 Tn), with an even shorter half- life of only 55.6 s, is the natural decay product of 232 Th, the most stable thorium isotope (Holden 2004). Both isotopes decay by emitting alpha radi- ation, detectable by their unique emission energies of 6.3 MeV for Tn and 5.5 MeV for Rn (Sexton 1994; Papastefano 2002). Ajari & Adepelumi (2002) and Burton et al. (2004) attributed the high content of these radon isotopes in soils underlain by faults and fractures to increased surface-to-volume ratios in the fracturing rock, and increased soil permeability, which facili- tate radon release from the solid matrix. The short half-lives of these isotopes require that measurable quantities must be escaping from free surfaces of the rock. Radon gas was measured at flatland sites where lineament traces appear in the remotely sensed images. At discrete points along transect lines perpendicular to the lineaments, a soil probe was driven 0.4 m into the soil and connected to an TM RAD7 Durridge Co. portable radon detector. Two 5 min readings were taken at each point. Con- centrations were reported in Bq m 2 3 units. Radon background values also were measured at a quarry site 4 km north of the perimeter fence of the nuclear power plant facility. Earthquake hypocentres of the Bataan region for 1976 to the present were obtained online from the Advanced National Seismic System (ANSS), and focal mechanism solutions from 1929 to the present from the Global Centroid Moment Tensor archives (Fig. 1). Earthquake plots were created TM using the Generic Mapping Tools (GMT ) software (Wessel & Smith 1991). The remotely sensed images and DEMs show that Natib’s summit, 1233 m above sea level, rises between two calderas. The largest is 7.5 Â 5 km 2 in plan (Fig. 2). East of it is a younger volcanic cone with a smaller summit caldera measuring 2 Â 1.8 km. Large channels occupy the eastern slopes of this younger volcanic cone, forming a prominent curved feature that resembles a landslide scar. The southern half of the concavity has been filled by a circular planform of rugged terrain. Several ridges originate from the western rim of the larger caldera and extend towards the South China Sea (Fig. 2). Along their axes, these ridges are steepest near the Natib summit, their slope angles of about 30 8 –40 8 decreasing to 0 8 –15 8 as they reach a break in slope at approximately the 114 m elevation. Below this break, single ridges splay out towards the coast, with flatlands occupying the spaces between them. At the coast, they terminate as headlands that form cliffs as high as 30 m. The BNPP is located in one of these headlands, named Napot Point. About 4.2 km SSW of the larger caldera rim (Fig. 2), a high point 348 m in elevation protrudes from the lower midslopes of the edifice. From this topographical high, finger-like ridges emanate and reach the coast near Napot Point. A relatively smooth fan-like feature occupies most of the southern portion of the Natib edifice, terminating where it meets the Bagac River at the base of Mariveles Volcano. Closely spaced lineaments trend S30 8 –35 8 W from the southern rim of the large caldera towards the coast, a prominent one defining the SE coast of Napot Point (Fig. 3). An offshore extension is expressed on bathymetric charts as a submarine scarp at least 10 km long (Fig. 3). The processing of persistent scatterers in the 21 descending radar images reveal a sharp linear boundary of ground movement separating the western and eastern blocks of the Lubao Fault (Fig. 4). Persistent scatterers in the western block of the Lubao Fault show a decrease in the line-of-sight (LOS) of the radar signal by as much as 2.5 cm year 2 1 . The eastern block, however, is characterized by an increase in LOS with a rate of 2 2.5 cm year 2 1 . The change in LOS across the Lubao Fault is most pronounced in transect 4 (Fig. 4), 22 km from the base of Mount Natib. Field mapping of the SW sector of the Natib Volcano from 390 m elevations down to the coast revealed siltstone–sandstone beds, deposits of lahars, pyroclastic flows and surges, and columnar jointed and autobrecciated lavas. These lithologies and their stratigraphy are described in this section according to the areas in which they are exposed (Figs 2 & 5). Lingatin quarry. A quarry site adjacent to the Lingatin River south of Morong town proper exposed an 11 –12 m-thick sequence of at least five deposits. The lowermost unit (NQPF1: Fig. 6a) is massive and composed of poorly sorted lithic clasts in a light-brown clayey matrix. Ranging in size from 2 to 40 cm, the clasts are mostly andesitic, normally graded and typically angular, although the larger ones have been rounded by spheroidal weathering and have rotten cores. A network of holes, commonly with charred-grass stalks, distinguishes this deposit, which is a block-and-ash deposit. NQPF1 is overlain by NQPF2, a 4 m-thick deposit that tapers at the edges (Fig. 6a, b). Massive and poorly sorted, it consists of devitrified pumice lenses (fiammes) 5– 10 cm long and 1 –5 cm thick, set in a pinkish-red ash matrix. Fewer welded- pumice fragments occur at the base but increase in abundance upwards. The pinkish-red colour of the matrix and welding features indicate high- temperature emplacement. Angular –subangular polymictic lithic clasts, ranging in size from about 1 to 20 cm, along with mm-size crystals are dis- persed throughout this unit, which is best interpreted as a pyroclastic-flow deposit. Overlying NQPF2 in sharp contact, NQPF3 is a reddish brown, massive, poorly sorted and clast- supported 4 m-thick deposit. The clasts are lithic and angular– subangular, and range in diameter from 5 to 20 cm. This unit is also interpreted as a massive pyroclastic-flow deposit. NQPF4, overlying NQPF3, is an approximately 4 m-thick, massive, poorly sorted deposit composed of lithic clasts and pumice fragments in a light- yellow, ashy matrix (Fig. 6c). Lithic clasts of variable composition range in size from 1 to 5 cm and are angular– subangular. Juvenile clasts are devitrified to white clay. NQPF4 is another distinct pyroclastic-flow deposit. Overlying NQPF4 is NQPF5, a 3– 4 m-thick sequence of reddish-brown parallel –subparallel layers that grade upwards into a more massive deposit (Fig. 6d). The reddish-brown ash layers contain lithic and pumice fragments that range in size from 2 to 5 cm. Minute crystals are present in the matrix. In the massive and poorly sorted portion of this unit are angular–subangular lithic fragments, 8– 10 cm in diameter, and 1 –2 cm-size pumice fragments that exhibit slight welding. A large brown rip-up clast about 6 m long and 2 m thick containing a smaller chunk of soil within the massive portion of this unit indicates en masse transport of eroded fragments (Fig. 6d). NQPF5 is identified as a pyroclastic-surge deposit that grades into a more massive pyroclastic-flow unit. NQPF1 and NQPF2 also crop out in a smaller adjacent quarry, and NQPF4 is exposed in 1.5 m-deep pits along the road between Lingatin River and the BNPP site. Beside the Lingatin River, NQPF5 overlies a 3 m-thick autobrecciated lava deposit. Cabigo and Yala points. Thickly bedded, poorly sorted deposits are exposed in outcrops as high as 4–5 m along the coast of Cabigo Point. Variably weathered, the clasts range in size from pebbles to boulders, are rounded –subrounded, and are generally polymictic but are mostly andesitic –basaltic. Clasts in each bed typically are supported in matrixes of sand, typically very coarse. Discernable stratification is expressed in variable clast-size layer colours. Individual beds display normal grading (Fig. 7a). These are typical lahar deposits. In ...
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... sequence of reddish-brown parallel –subparallel layers that grade upwards into a more massive deposit (Fig. 6d). The reddish-brown ash layers contain lithic and pumice fragments that range in size from 2 to 5 cm. Minute crystals are present in the matrix. In the massive and poorly sorted portion of this unit are angular–subangular lithic fragments, 8– 10 cm in diameter, and 1 –2 cm-size pumice fragments that exhibit slight welding. A large brown rip-up clast about 6 m long and 2 m thick containing a smaller chunk of soil within the massive portion of this unit indicates en masse transport of eroded fragments (Fig. 6d). NQPF5 is identified as a pyroclastic-surge deposit that grades into a more massive pyroclastic-flow unit. NQPF1 and NQPF2 also crop out in a smaller adjacent quarry, and NQPF4 is exposed in 1.5 m-deep pits along the road between Lingatin River and the BNPP site. Beside the Lingatin River, NQPF5 overlies a 3 m-thick autobrecciated lava deposit. Cabigo and Yala points. Thickly bedded, poorly sorted deposits are exposed in outcrops as high as 4–5 m along the coast of Cabigo Point. Variably weathered, the clasts range in size from pebbles to boulders, are rounded –subrounded, and are generally polymictic but are mostly andesitic –basaltic. Clasts in each bed typically are supported in matrixes of sand, typically very coarse. Discernable stratification is expressed in variable clast-size layer colours. Individual beds display normal grading (Fig. 7a). These are typical lahar deposits. In fault contact and interbedded with lahar deposits is a 3 m-thick sequence of undulating and cross-bedded layers of tephra ranging in thickness from 1 to 12 cm. The thicker beds containing larger lithic clasts, which range in size from a few millimetres up to 6 cm (Fig. 7b). Matrixes are generally composed of white ash containing millimetre- size crystals, and subangular clasts of pumice and lithic fragments. Pumice accumulations occur in some cross-bedded layers; other beds have reversely graded lithic clasts. All of these features, along with impact sags, are characteristic of pyroclastic-surge deposits. Similar but more massive white-coloured tephra deposits crop out further south along the coast of Yala Point. These whitish pyroclastic- flow deposits are overlain by a thick sequence of lahar beds. Napot Point. The rocks exposed in cliffs and islets along the coast of Napot Point are indurated sands and silts, and lahar and pyroclastic-flow deposits. Pyroclastic-flow deposits crop out within the BNPP site itself. The sedimentary sequence is composed of several thick beds of brown–light-brown and well-sorted sandstone separated by thin– medium interbeds of sandstone and siltstone (Fig. 8a). This sequence of beds generally thins upwards. Parallel laminations are also preserved within the silty layers. These features indicate that the sediments were most probably deposited in a low-energy, shallow-marine environment. Joints cut perpendicular to the strike of beds, displacing laminations by about 1 cm in some places. Indurated lahar deposits 5–8 m thick are the most dominant rock type along the coast. They are massive to thickly bedded. Individual beds are poorly sorted and composed of cobble- to boulder- sized rounded–subrounded polymictic lithic clasts. Bases are commonly clast-supported but gradually become matrix supported towards their tops. In one outcrop, lahar beds exhibit normal grading. An approximately 15 m-thick tuffaceous outcrop is exposed along a roadcut 200 m west of the BNPP office (Fig. 8b). The base of this outcrop is about 2 m thick, but only the upper part is well exposed. It is composed of clast-supported grey – light grey subrounded pebble- to cobble-size polymictic lithic fragments. Medium– coarse sand comprises the matrix. Overlying the bottom unit is a 5 m-thick, yellowish-brown, poorly sorted, matrix-supported layer. Resembling NQPF4 of the quarry section, its polymictic clasts range in size from 10 to 30 cm. Above this deposit is a 3.5 m stratified sequence of angular– subangular pumice and lithic clasts in an ashy matrix. Pumice sizes ranges from 1 to 2 cm, but the lithic clasts can be as large as 15 cm. Individual strata range in thickness from 10 cm to 1 m and vary in colour from yellowish tan to reddish orange. A whitish pumice-rich layer 10 cm thick occurs in the upper-middle part of the sequence. Pumice clasts, some subwelded, are common in the reddish-orange tuffaceous layers (Fig. 8c, d), similar in appearance to unit NQPF5 of the quarry deposits. The topmost unit is a poorly sorted light-brown ashy layer containing angular–subangular lithic clasts 1–20 cm in size and subangular white clay particles 1 cm or less in diameter. It filled a 0.4 m-wide channel and is about 4 m thick. All units in this outcrop, except for the basal layer, are interpreted as pyroclastic-flow deposits. A 390 m-high volcanic edifice juts out of the SW slope of the volcano about 5 km NE of Napot Point (Fig. 2). Four elongated ridges extend radially from the summit towards the south, SW and SE, forming headlands on the coast. One ridge also extends NNE from the summit, forming a saddle as it joins the slope of Mount Natib. Outcrops on the summit of this satellite cone are indurated, dark grey, massive breccias consisting of dominantly 1 –8 cm-sized porphyritic andesite clasts set in a coarse-grained brecciated andesitic matrix. These massive breccias are exposed on a steep wall on one of the ridges, overlying what appears to be another massive layer composed of poorly sorted brecciated material that was inaccess- ible for closer inspection. Metro Highlands Marucdoc. Columnar lava deposits exposed on a steep slope at the side of one of the tributaries of the Marucdoc River and upstream of the Metro Subic Highlands Resort (Fig. 9) are composed of euhedral pyroxene and plagioclase laths in a fine-grained crystalline groundmass. Phenocryst sizes are 0.5– 0.8 cm. Boulder-sized float of similar petrology are abundant along the Marucdoc River Bayandati and on River. slopes Massive of the resort and autobrecciated up to the gate of lava the BNPP deposits property. up to 5 m high and at least 50 m long crop out along the banks of the Bayandati River. The massive but jointed lava is dark grey in colour, and is composed of euhedral pyroxene and amphibole phenocrysts together with trachytic plagioclase laths in a fine-grained crystalline groundmass. Bayandati River. Massive and autobrecciated lava deposits up to 5 m high and at least 50 m long crop out along the banks of the Bayandati River. The massive but jointed lava is dark grey in colour, and is composed of euhedral pyroxene and amphibole phenocrysts together with trachytic plagioclase laths in a fine-grained crystalline groundmass. A fault that cuts northwestwards across Natib Volcano was delineated by Wolfe & Self in 1983 from aerial images and topographic maps (Wolfe & Self 1983) (Fig. 10). The same fault was described in the environmental management report for the PNOC geothermal exploration of Mount Natib (PNOC 1988) and belongs to a set of subpar- allel faults superimposed on the other structures of the Natib Volcano, including its caldera (Cabato et al. 2005). This NW-oriented fault follows the same trend as the Subic Bay Fault Zone interpreted from gravity and magnetic data by Yumul & Dimalanta (1997), and appears to control the northern coast of Subic Bay. A marine seismic reflection survey in the bay (Cabato et al. 2005) identified the feature as a fault cutting across 18 –8 ka marine sediments, from the inconsistent thicknesses of the packages they disrupt. The focal mechanism solution for a 5.5 M w earthquake that occurred along this trend NW of Natib on 29 December 1982 is best interpreted as that of an oblique strike- slip fault (Fig. 1). A lineament NE of Natib Volcano separates the dry alluvial fans of the mountains between Natib and Pinatubo from the low-lying coastal wetlands NW of Manila Bay (Fig. 3). First described by Siringan & Rodolfo (2003), localized ground subsi- dence was attributed to vertical movements across this lineament. Soria (2009) formally named it the Lubao Lineament after the municipality where it is best expressed and argued that despite high sedi- mentation due to the Holocene eruptions of Mt Pinatubo, the wetland –dryland boundary has been maintained because it is an active fault. Soria (2009) estimated that vertical components of motion at the lineament have dropped the southeastern block by as much as 3.5 m over the past 1.5 ka, based on palaeosea-level reconstructions from a peat layer taken in Lubao. Preliminary results of the persistent scatter interferometry of the Lubao area reveal differential ground movement, with a linear boundary corresponding to the trace of the lineament. The name Lubao Fault is thus more appropriate based on evidence of movement along the structure. US Geological Survey (USGS) epicentre data for M w 3.6 earthquakes from 1973 to 2008 include several shallow events that plot close to the fault (Fig. 1). The lineaments SW of Natib Volcano identified in the remotely sensed images are exposed as faults at Cabigo and Napot points (Fig. 11a). At Cabigo Point, faults striking N20 8 –30 8 E and dipping 60 8 –70 8 SE truncate pyroclastic-surge deposits and bring them into contact with lahar deposits (Fig. 11b). Approximately 500 m NE along the coast, about 20 similarly oriented fractures cut indurated lahar deposits (Fig. 11b). At Napot Point, a cliff exposes indurated lahar deposits transected by faults that strike N13 8 –33 8 E and dip 28 8 –41 8 NW. Fault displacements, drag folding and rhomboid shear lenses along the fracture zones (Fig. 12) document thrust faulting. A scarp extends NE from the faulted outcrop at Napot Point into the fenced BNPP perimeter. This feature may be the morphological expression of the faulted rocks and needs further investigation through palaeoseismology (i.e. ...
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... were severely ham- pered by continuous heavy rain. Nevertheless, the rapidity with which the legis- lation to activate the BNPP is proceeding necessi- tated the improved understanding of the volcanic hazards that even a preliminary map of the geology of the SW sector of the volcano and its stratigraphy could provide. The work was guided by the IAEA volcanic and seismic guidelines (IAEA 2002, 2003, 2005, 2009) and the recommen- dations of Hill et al. (2009) for evaluating the volcanic hazards at sites for nuclear installations. Although the work is still in progress, enough scientific data have been gathered to assist the Philippine government in deciding whether or not to activate the BNPP, and to improve the general hazard preparedness of the communities on the volcano slopes. Very near infrared (VNIR) images from the AVA ASTER (Advanced Spaceborne Thermal Emission and Reflection) archive (NASA 2009) were down- loaded and draped over an ASTER digital elevation model (DEM) using ERDAS (Earth Resources Data Analysis System) processing software. River drai- nage patterns, lava ridges, levees, summit calderas and a flank eruptive centre were identified in the three-dimensional (3D) images and aerial photographs. Lineaments were also delineated from the VNIR images, and from shaded relief and slope aspect maps derived from the DEM, to identify target sites for structural mapping. European Space Agency (ESA) Environmental Satellite (ENVISAT) Advanced Synthetic Aperture Radar (SAR) descending radar images were pro- cessed using the Stanford Method for Persistent Scatterers-Multi-Temporal InSAR (STAMPS-MTI: Hooper 2006). Twenty-one time-series images from 19 March 2003 to 8 March 2006 were used in the persistent scatterer interferometry to evaluate the ground movement of the area adjacent to the Lubao Fault. Before the fieldwork, sites of structural outcrops were selected using the lineament map. In the field, the orientation of joint and fault structures encountered at the target sites were measured, and geometric and kinematic fabrics were recorded for microtectonic analysis. Thick vegetation and soil cover developed from moderate to extreme weathering of the deposits limited access to good rock exposures, limiting most fieldwork to outcrops at quarries, coasts and road cuts. Where tephra deposits cropped out, slope faces were scraped cleaned before examining and describing deposit sequences and lithologies. Mapping of outcrops with pyroclastic deposits and faults was carried out at a scale of 1:2500. Two short-lived isotopes of radon gas have found useful application in evaluating active faults (Crenshaw et al. 1982). Radon 222 ( 222 Rn) is generated naturally by the decay of 238 U, and has a half- life of only 3.8235 days; Radon 220, also called thoron ( 220 Rn or 220 Tn), with an even shorter half- life of only 55.6 s, is the natural decay product of 232 Th, the most stable thorium isotope (Holden 2004). Both isotopes decay by emitting alpha radi- ation, detectable by their unique emission energies of 6.3 MeV for Tn and 5.5 MeV for Rn (Sexton 1994; Papastefano 2002). Ajari & Adepelumi (2002) and Burton et al. (2004) attributed the high content of these radon isotopes in soils underlain by faults and fractures to increased surface-to-volume ratios in the fracturing rock, and increased soil permeability, which facili- tate radon release from the solid matrix. The short half-lives of these isotopes require that measurable quantities must be escaping from free surfaces of the rock. Radon gas was measured at flatland sites where lineament traces appear in the remotely sensed images. At discrete points along transect lines perpendicular to the lineaments, a soil probe was driven 0.4 m into the soil and connected to an TM RAD7 Durridge Co. portable radon detector. Two 5 min readings were taken at each point. Con- centrations were reported in Bq m 2 3 units. Radon background values also were measured at a quarry site 4 km north of the perimeter fence of the nuclear power plant facility. Earthquake hypocentres of the Bataan region for 1976 to the present were obtained online from the Advanced National Seismic System (ANSS), and focal mechanism solutions from 1929 to the present from the Global Centroid Moment Tensor archives (Fig. 1). Earthquake plots were created TM using the Generic Mapping Tools (GMT ) software (Wessel & Smith 1991). The remotely sensed images and DEMs show that Natib’s summit, 1233 m above sea level, rises between two calderas. The largest is 7.5 Â 5 km 2 in plan (Fig. 2). East of it is a younger volcanic cone with a smaller summit caldera measuring 2 Â 1.8 km. Large channels occupy the eastern slopes of this younger volcanic cone, forming a prominent curved feature that resembles a landslide scar. The southern half of the concavity has been filled by a circular planform of rugged terrain. Several ridges originate from the western rim of the larger caldera and extend towards the South China Sea (Fig. 2). Along their axes, these ridges are steepest near the Natib summit, their slope angles of about 30 8 –40 8 decreasing to 0 8 –15 8 as they reach a break in slope at approximately the 114 m elevation. Below this break, single ridges splay out towards the coast, with flatlands occupying the spaces between them. At the coast, they terminate as headlands that form cliffs as high as 30 m. The BNPP is located in one of these headlands, named Napot Point. About 4.2 km SSW of the larger caldera rim (Fig. 2), a high point 348 m in elevation protrudes from the lower midslopes of the edifice. From this topographical high, finger-like ridges emanate and reach the coast near Napot Point. A relatively smooth fan-like feature occupies most of the southern portion of the Natib edifice, terminating where it meets the Bagac River at the base of Mariveles Volcano. Closely spaced lineaments trend S30 8 –35 8 W from the southern rim of the large caldera towards the coast, a prominent one defining the SE coast of Napot Point (Fig. 3). An offshore extension is expressed on bathymetric charts as a submarine scarp at least 10 km long (Fig. 3). The processing of persistent scatterers in the 21 descending radar images reveal a sharp linear boundary of ground movement separating the western and eastern blocks of the Lubao Fault (Fig. 4). Persistent scatterers in the western block of the Lubao Fault show a decrease in the line-of-sight (LOS) of the radar signal by as much as 2.5 cm year 2 1 . The eastern block, however, is characterized by an increase in LOS with a rate of 2 2.5 cm year 2 1 . The change in LOS across the Lubao Fault is most pronounced in transect 4 (Fig. 4), 22 km from the base of Mount Natib. Field mapping of the SW sector of the Natib Volcano from 390 m elevations down to the coast revealed siltstone–sandstone beds, deposits of lahars, pyroclastic flows and surges, and columnar jointed and autobrecciated lavas. These lithologies and their stratigraphy are described in this section according to the areas in which they are exposed (Figs 2 & 5). Lingatin quarry. A quarry site adjacent to the Lingatin River south of Morong town proper exposed an 11 –12 m-thick sequence of at least five deposits. The lowermost unit (NQPF1: Fig. 6a) is massive and composed of poorly sorted lithic clasts in a light-brown clayey matrix. Ranging in size from 2 to 40 cm, the clasts are mostly andesitic, normally graded and typically angular, although the larger ones have been rounded by spheroidal weathering and have rotten cores. A network of holes, commonly with charred-grass stalks, distinguishes this deposit, which is a block-and-ash deposit. NQPF1 is overlain by NQPF2, a 4 m-thick deposit that tapers at the edges (Fig. 6a, b). Massive and poorly sorted, it consists of devitrified pumice lenses (fiammes) 5– 10 cm long and 1 –5 cm thick, set in a pinkish-red ash matrix. Fewer welded- pumice fragments occur at the base but increase in abundance upwards. The pinkish-red colour of the matrix and welding features indicate high- temperature emplacement. Angular –subangular polymictic lithic clasts, ranging in size from about 1 to 20 cm, along with mm-size crystals are dis- persed throughout this unit, which is best interpreted as a pyroclastic-flow deposit. Overlying NQPF2 in sharp contact, NQPF3 is a reddish brown, massive, poorly sorted and clast- supported 4 m-thick deposit. The clasts are lithic and angular– subangular, and range in diameter from 5 to 20 cm. This unit is also interpreted as a massive pyroclastic-flow deposit. NQPF4, overlying NQPF3, is an approximately 4 m-thick, massive, poorly sorted deposit composed of lithic clasts and pumice fragments in a light- yellow, ashy matrix (Fig. 6c). Lithic clasts of variable composition range in size from 1 to 5 cm and are angular– subangular. Juvenile clasts are devitrified to white clay. NQPF4 is another distinct pyroclastic-flow deposit. Overlying NQPF4 is NQPF5, a 3– 4 m-thick sequence of reddish-brown parallel –subparallel layers that grade upwards into a more massive deposit (Fig. 6d). The reddish-brown ash layers contain lithic and pumice fragments that range in size from 2 to 5 cm. Minute crystals are present in the matrix. In the massive and poorly sorted portion of this unit are angular–subangular lithic fragments, 8– 10 cm in diameter, and 1 –2 cm-size pumice fragments that exhibit slight welding. A large brown rip-up clast about 6 m long and 2 m thick containing a smaller chunk of soil within the massive portion of this unit indicates en masse transport of eroded fragments (Fig. 6d). NQPF5 is identified as a pyroclastic-surge deposit that grades into a more massive pyroclastic-flow unit. NQPF1 and NQPF2 also crop out in a smaller adjacent quarry, and NQPF4 is exposed in 1.5 m-deep pits along the road between Lingatin River and the BNPP site. Beside the Lingatin River, NQPF5 overlies a 3 m-thick autobrecciated lava deposit. Cabigo and Yala points. Thickly bedded, ...
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... cataclysmic eruption of Pinatubo only 60 km away, it is puzzling that Natib remains so poorly understood. Part of the reason is the difficulties posed to geological mappers: the large size of the volcano, its steep slopes, highly weathered exposures and dense vegetation. Thus, our field data were gathered mainly on Natib’s midslopes and footslopes during five field campaigns conducted from May 2009 to January 2010, three of which were severely ham- pered by continuous heavy rain. Nevertheless, the rapidity with which the legis- lation to activate the BNPP is proceeding necessi- tated the improved understanding of the volcanic hazards that even a preliminary map of the geology of the SW sector of the volcano and its stratigraphy could provide. The work was guided by the IAEA volcanic and seismic guidelines (IAEA 2002, 2003, 2005, 2009) and the recommen- dations of Hill et al. (2009) for evaluating the volcanic hazards at sites for nuclear installations. Although the work is still in progress, enough scientific data have been gathered to assist the Philippine government in deciding whether or not to activate the BNPP, and to improve the general hazard preparedness of the communities on the volcano slopes. Very near infrared (VNIR) images from the AVA ASTER (Advanced Spaceborne Thermal Emission and Reflection) archive (NASA 2009) were down- loaded and draped over an ASTER digital elevation model (DEM) using ERDAS (Earth Resources Data Analysis System) processing software. River drai- nage patterns, lava ridges, levees, summit calderas and a flank eruptive centre were identified in the three-dimensional (3D) images and aerial photographs. Lineaments were also delineated from the VNIR images, and from shaded relief and slope aspect maps derived from the DEM, to identify target sites for structural mapping. European Space Agency (ESA) Environmental Satellite (ENVISAT) Advanced Synthetic Aperture Radar (SAR) descending radar images were pro- cessed using the Stanford Method for Persistent Scatterers-Multi-Temporal InSAR (STAMPS-MTI: Hooper 2006). Twenty-one time-series images from 19 March 2003 to 8 March 2006 were used in the persistent scatterer interferometry to evaluate the ground movement of the area adjacent to the Lubao Fault. Before the fieldwork, sites of structural outcrops were selected using the lineament map. In the field, the orientation of joint and fault structures encountered at the target sites were measured, and geometric and kinematic fabrics were recorded for microtectonic analysis. Thick vegetation and soil cover developed from moderate to extreme weathering of the deposits limited access to good rock exposures, limiting most fieldwork to outcrops at quarries, coasts and road cuts. Where tephra deposits cropped out, slope faces were scraped cleaned before examining and describing deposit sequences and lithologies. Mapping of outcrops with pyroclastic deposits and faults was carried out at a scale of 1:2500. Two short-lived isotopes of radon gas have found useful application in evaluating active faults (Crenshaw et al. 1982). Radon 222 ( 222 Rn) is generated naturally by the decay of 238 U, and has a half- life of only 3.8235 days; Radon 220, also called thoron ( 220 Rn or 220 Tn), with an even shorter half- life of only 55.6 s, is the natural decay product of 232 Th, the most stable thorium isotope (Holden 2004). Both isotopes decay by emitting alpha radi- ation, detectable by their unique emission energies of 6.3 MeV for Tn and 5.5 MeV for Rn (Sexton 1994; Papastefano 2002). Ajari & Adepelumi (2002) and Burton et al. (2004) attributed the high content of these radon isotopes in soils underlain by faults and fractures to increased surface-to-volume ratios in the fracturing rock, and increased soil permeability, which facili- tate radon release from the solid matrix. The short half-lives of these isotopes require that measurable quantities must be escaping from free surfaces of the rock. Radon gas was measured at flatland sites where lineament traces appear in the remotely sensed images. At discrete points along transect lines perpendicular to the lineaments, a soil probe was driven 0.4 m into the soil and connected to an TM RAD7 Durridge Co. portable radon detector. Two 5 min readings were taken at each point. Con- centrations were reported in Bq m 2 3 units. Radon background values also were measured at a quarry site 4 km north of the perimeter fence of the nuclear power plant facility. Earthquake hypocentres of the Bataan region for 1976 to the present were obtained online from the Advanced National Seismic System (ANSS), and focal mechanism solutions from 1929 to the present from the Global Centroid Moment Tensor archives (Fig. 1). Earthquake plots were created TM using the Generic Mapping Tools (GMT ) software (Wessel & Smith 1991). The remotely sensed images and DEMs show that Natib’s summit, 1233 m above sea level, rises between two calderas. The largest is 7.5 Â 5 km 2 in plan (Fig. 2). East of it is a younger volcanic cone with a smaller summit caldera measuring 2 Â 1.8 km. Large channels occupy the eastern slopes of this younger volcanic cone, forming a prominent curved feature that resembles a landslide scar. The southern half of the concavity has been filled by a circular planform of rugged terrain. Several ridges originate from the western rim of the larger caldera and extend towards the South China Sea (Fig. 2). Along their axes, these ridges are steepest near the Natib summit, their slope angles of about 30 8 –40 8 decreasing to 0 8 –15 8 as they reach a break in slope at approximately the 114 m elevation. Below this break, single ridges splay out towards the coast, with flatlands occupying the spaces between them. At the coast, they terminate as headlands that form cliffs as high as 30 m. The BNPP is located in one of these headlands, named Napot Point. About 4.2 km SSW of the larger caldera rim (Fig. 2), a high point 348 m in elevation protrudes from the lower midslopes of the edifice. From this topographical high, finger-like ridges emanate and reach the coast near Napot Point. A relatively smooth fan-like feature occupies most of the southern portion of the Natib edifice, terminating where it meets the Bagac River at the base of Mariveles Volcano. Closely spaced lineaments trend S30 8 –35 8 W from the southern rim of the large caldera towards the coast, a prominent one defining the SE coast of Napot Point (Fig. 3). An offshore extension is expressed on bathymetric charts as a submarine scarp at least 10 km long (Fig. 3). The processing of persistent scatterers in the 21 descending radar images reveal a sharp linear boundary of ground movement separating the western and eastern blocks of the Lubao Fault (Fig. 4). Persistent scatterers in the western block of the Lubao Fault show a decrease in the line-of-sight (LOS) of the radar signal by as much as 2.5 cm year 2 1 . The eastern block, however, is characterized by an increase in LOS with a rate of 2 2.5 cm year 2 1 . The change in LOS across the Lubao Fault is most pronounced in transect 4 (Fig. 4), 22 km from the base of Mount Natib. Field mapping of the SW sector of the Natib Volcano from 390 m elevations down to the coast revealed siltstone–sandstone beds, deposits of lahars, pyroclastic flows and surges, and columnar jointed and autobrecciated lavas. These lithologies and their stratigraphy are described in this section according to the areas in which they are exposed (Figs 2 & 5). Lingatin quarry. A quarry site adjacent to the Lingatin River south of Morong town proper exposed an 11 –12 m-thick sequence of at least five deposits. The lowermost unit (NQPF1: Fig. 6a) is massive and composed of poorly sorted lithic clasts in a light-brown clayey matrix. Ranging in size from 2 to 40 cm, the clasts are mostly andesitic, normally graded and typically angular, although the larger ones have been rounded by spheroidal weathering and have rotten cores. A network of holes, commonly with charred-grass stalks, distinguishes this deposit, which is a block-and-ash deposit. NQPF1 is overlain by NQPF2, a 4 m-thick deposit that tapers at the edges (Fig. 6a, b). Massive and poorly sorted, it consists of devitrified pumice lenses (fiammes) 5– 10 cm long and 1 –5 cm thick, set in a pinkish-red ash matrix. Fewer welded- pumice fragments occur at the base but increase in abundance upwards. The pinkish-red colour of the matrix and welding features indicate high- temperature emplacement. Angular –subangular polymictic lithic clasts, ranging in size from about 1 to 20 cm, along with mm-size crystals are dis- persed throughout this unit, which is best interpreted as a pyroclastic-flow deposit. Overlying NQPF2 in sharp contact, NQPF3 is a reddish brown, massive, poorly sorted and clast- supported 4 m-thick deposit. The clasts are lithic and angular– subangular, and range in diameter from 5 to 20 cm. This unit is also interpreted as a massive pyroclastic-flow deposit. NQPF4, overlying NQPF3, is an approximately 4 m-thick, massive, poorly sorted deposit composed of lithic clasts and pumice fragments in a light- yellow, ashy matrix (Fig. 6c). Lithic clasts of variable composition range in size from 1 to 5 cm and are angular– subangular. Juvenile clasts are devitrified to white clay. NQPF4 is another distinct pyroclastic-flow deposit. Overlying NQPF4 is NQPF5, a 3– 4 m-thick sequence of reddish-brown parallel –subparallel layers that grade upwards into a more massive deposit (Fig. 6d). The reddish-brown ash layers contain lithic and pumice fragments that range in size from 2 to 5 cm. Minute crystals are present in the matrix. In the massive and poorly sorted portion of this unit are angular–subangular lithic fragments, 8– 10 cm in diameter, and 1 –2 cm-size pumice fragments that exhibit slight welding. A large brown rip-up clast about 6 m long and 2 m thick containing a smaller chunk of soil within the massive portion of this unit indicates ...
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... Subsequently, there has been a lack of studies regarding the BNPP. Lagmay et al. (2012) investigated the geological hazards of the SW Natib volcano, where the site of BNPP is located. This shows that a lot of different factors may affect a person's behavior towards the acceptance of BNPP reopening. ...
The Bataan Nuclear Power Plant (BNPP) is one of the many decommissioned Nuclear Power Plant (NPP) globally and its reopening has led to different perceptions among Filipinos. It was established in 1984 but was not utilized due to political liability and safety reasons. This study aimed to predict factors affecting the acceptance of the BNPP by utilizing Machine Learning Algorithms (MLA). The MLAs utilized in this study were Decision Tree, Random Forest Classifier (RFC), and Artificial Neural Network (ANN) as a highlight to predict human behavior. 1,252 Filipinos voluntarily answered an online questionnaire which consist of 37 questions, leading to 46,324 datasets. MLA showed that Filipinos are knowledgeable about the benefits of NPPs, leading to the acceptance of the reopening of the BNPP. In addition, MLA indicated that perceived benefits (PB) was found to be the highest factor that affect the Filipino’s acceptance of the reopening of BNPP. Job opportunities, economic growth, lower and clean energy consumption, and sustainability were the indicators for the acceptance of the reopening of BNPP. Interestingly, the result showed that PB relatively outweighed the perceived risk of the BNPP. ANN and RFC proved to be effective with accuracy rates of 93.44% and 97.00%, respectively. Finally, the MLA approach in this study can be applied and extended in predicting the acceptance of NPPs worldwide.
... In the case of the existing Bataan Nuclear Power Plant, studies have longstanding debates concerning the risk of operating it because of its proximity to Mt. Natib, exposing it to volcanic hazards. Whereas Venida and Reyes [52] provided justifications for the safety of BNPP's location, Lagmay et al. [53] have also published evidence that the BNPP's location is unsafe as it is exposed to geological hazards. Yet in an interview for their systematic study using electrical resistivity, seismic refraction and radon gas detection, Arcilla et al. [54] claimed that there are no active faults that lie beneath the BNPP. ...
... Previous research suggests that the BNPP has general hazard concerns, such as its proximity to the potentially active volcano, Mt. Natib, which is aligned with the Lubao Fault whose traces have high radon emissions [53]. Alternatively, the sub-region of Cagayan in Northern Luzon is deemed a promising site for an NPP in the Philippines. ...
This paper offers a discussion on the social dimensions of the barriers to nuclear power generation in the country. The aim of this paper is to contribute to the literature by identifying the barriers to nuclear power generation in the Philippines and offering perspectives on the social relevance of potentially adding nuclear sources to the country’s energy mix. Given the contemporary relevance of the energy transitions globally, this work builds on the available sources over the past decade concerning nuclear energy technology in the Philippines and provides further discussions on the diverse barriers to the country’s energy transition pathway. Findings present barriers related to politics, policy, infrastructure, technical capacities, environment and information. The differences in priorities and values concerning nuclear energy reflect that the barriers to nuclear energy generation in the Philippines are social as much as technical. Based on the findings and descriptions of the current discussions on Philippine energy generation, this work provides some key points for consideration in order to deploy nuclear power plants in the country. These recommendations, however, are not definitive measures and are still subject to local conditions that may arise. This study hopes to be instructive to other countries in terms of further reflecting on the social dimensions of the barriers to nuclear energy generation.
... In the case of the existing Bataan Nuclear Power Plant, studies have longstanding debates concerning the risk of operating it because of its proximity to Mt. Natib, exposing it to volcanic hazards. Whereas Venida and Reyes [52] provided justifications for the safety of BNPP's location, Lagmay et al. [53] have also published evidence that the BNPP's location is unsafe as it is exposed to geological hazards. Yet in an interview for their systematic study using electrical resistivity, seismic refraction and radon gas detection, Arcilla et al. [54] claimed that there are no active faults that lie beneath the BNPP. ...
... Previous research suggests that the BNPP has general hazard concerns, such as its proximity to the potentially active volcano, Mt. Natib, which is aligned with the Lubao Fault whose traces have high radon emissions [53]. Alternatively, the sub-region of Cagayan in Northern Luzon is deemed a promising site for an NPP in the Philippines. ...
This paper offers a discussion on the social dimensions of the barriers to nuclear power generation in the country. The aim of this paper is to contribute to the literature by identifying the barriers to nuclear power generation in the Philippines and offering perspectives on the social relevance of potentially adding nuclear sources to the country’s energy mix. Given the contemporary relevance of the energy transitions globally, this work builds on the available sources over the past decade concerning nuclear energy technology in the Philippines and provides further discussions on the diverse barriers to the country’s energy transition pathway. Findings present barriers related to politics, policy, infrastructure, technical capacities, environment and information. The differences in priorities and values concerning nuclear energy reflect that the barriers to nuclear energy generation in the Philippines are social as much as technical. Based on the findings and descriptions of the current discussions on Philippine energy generation, this work provides some key points for consideration in order to deploy nuclear power plants in the country. These recommendations, however, are not definitive measures and are still subject to local conditions that may arise. This study hopes to be instructive to other countries in terms of further reflecting on the social dimensions of the barriers to nuclear energy generation.
... There are several studies on the public acceptability of nuclear power, but very few on nuclear power acceptability in the Philippine context (Hao et al., 2019). However, there are risk assessments for nuclear power plants (Lagmay et al. 2012). On the BNPP, there are case studies about the Filipinos' perceptions, specifics, history, and knowledge (Alipario, 2020). ...
Nuclear power as a source of energy remains a contentious technology issue that divides public opinion and acceptance, particularly in developing nations that lack an operational nuclear power plant. Students, being the future decision-makers and having a vital role in society's progress, make their acceptance of nuclear energy symbolize public opinion to a large extent. Incorporating the Theory of Planned Behavior (TPB) and the Protection Motivation Theory (PMT) helped identify the factors influencing students' acceptance of nuclear power. Utilizing a descriptive correlational research design highlighted the relationships between the model elements: nuclear power knowledge, nuclear power stigmatization, trust in government, perceived benefits, perceived drawbacks, attitude, subjective norm, perceived behavioral control, intention, and nuclear power acceptance. Of the 19 hypothesized relationships, 14 are regarded as directly and significantly influential. The findings suggest that knowledge of nuclear technology can promote students' acceptance of nuclear power in the Philippines and that this acceptance can be further reinforced by the ease of the perceived acceptance, favorable attitude towards the adoption of nuclear power plants, and perceived positive social influence of other people. However, stigmatized information adversely influences their adoption through the negative perception and disadvantages of nuclear power plants. Thus, the inclusion of their benefits and risks in currently taught science and technology subjects in senior high school and college may improve the students' knowledge and understanding of nuclear power and nuclear energy and provide a platform for scientific literacy of the various potential energy sources to resolve the energy crisis in the Philippines.
... Despite the possible risks, the BNPP was still erected in its present site reflecting the "diverse project cultures and rationalities". A geological study which provided evidence that the proximity of the BNPP to Mount Natib rendered its location geologically unsafe on account of volcanic hazards (Lagmay et al. 2012 as cited by Mendoza et al. 2018). ...
Nuclear energy in the Philippines has been thrust into the spotlight by the administration of President Duterte. A committee created by Executive Order 116 was tasked to formulate a national position on a possible nuclear program. For nuclear energy to be a sustainable alternative, it must be accepted by society at large. Conventional wisdom surrounding the Bataan Nuclear Power Plant (BNPP) has branded this project as a white elephant leading to rejection of nuclear energy among a significant number of Filipinos, particularly members of civil society. This study presents evidence that the BNPP was operational at the time the administration of President Corazon Aquino decided to shut it down. Moreover, the risks related to the BNPP’s location are largely inconsequential. The BNPP became a white elephant because of an ill-advised political decision. Evaluating the viability of nuclear energy in the Philippines should therefore be balanced and deal solely with underlying technical and scientific issues, which are well known. Meanwhile, the role of nuclear energy in promoting a low-carbon society must be re-evaluated because of the sharp decline in the cost of variable renewable energy (VRE). If nuclear energy will eventually be incorporated in the plans of the Department of Energy (DOE), building a new large reactor would be too expensive. Two options are more feasible: revive the BNPP and/or invest in small module reactors (SMRs). Even if the latter has not yet been mainstreamed in the global energy market, SMRs are already on the radar of the DOE
... Despite the numerous studies about nuclear power plants worldwide [5,16,17], there was no literature relating to the acceptance of reopening of NPP in the Philippines. Lagmay et al. [23] assessed Natib Volcano geological hazards to BNPP. Their study only revealed that there are volcanic hazards and active faults lying directly beneath the plant that should be considered to help the Philippine government decide on recommissioning the BNPP. ...
Nuclear power plant (NPP) is currently considered as one of the most reliable power sources. However, 182 of them are considered decommissioned and inactive including the one in Bataan, Philippines. The aim of this study was to investigate the acceptance of the reopening of Bataan Nuclear Power Plant (BNPP) by integrating the Theory of Planned Behavior and Protection Motivation Theory. A total of 815 Filipinos answered an online questionnaire which consisted of 37 questions. The Structural Equation Modeling (SEM) indicated that knowledge towards nuclear power plants was the key factor in determining people's acceptance towards NPP reopening. In addition, knowing the benefits would lead to positive perceived behavioral control (PBC) and attitude towards intention. Results showed that PBC and attitude are mediators towards the acceptance of people regarding the reopening of BNPP. If an individual's knowledge gravitates towards the perceived risk, then this can lead to the negative acceptance of the NPP reopening. On the other hand, if an individual's knowledge gravitates towards the perceived benefits, then this will lead to positive acceptance. This study is the first study that explored the acceptance of the reopening BNPP. Finally, the study's model construct would also be very beneficial for researchers, government, and even private sectors worldwide.
... The site plan assessment is one of important study in nuclear plant development. The nuclear site plan assesment in Vulcanic area covers history of seismic activity [1,2,3], volcanic hazards [4], and geological evaluation [5]. ...
Indonesia has giant vulcanic arc that almost the largest vulcanic arc in the world. Therefore, one of the main risk for nuclear site plan is the vulcanic area. Therefore to reduce the risk, one of most safety nuclear site plant is old vulcanic area. In this paper, we propose to predict subsurface temperature profile to ensure the condition of subsurface of vulcanic zone. Geothermal heat flow is important parameter in modeling of subsurface temperature. The subsurface temperature is one of vulcanic activity parameter which very important for nuclear site plant risk assesment. The integrated modeling for predicting subsurface temperature profile is carried out by combining geothermal heat flow and subsurface profiles resulted from either seismic or gravity measurement. The finite difference of Fourier's law is applied to surface temperature, temperature gradient, geothermal heat flow and thermal conductivity profile for producing subsurface temperature distribution accurately. This subsurface temperature profile is essential to characterize the vulcanic zone whether it is still active or inactive. Characterization of vulcanic activity is very useful to ensure or to minimize the risk of nuclear site plant in vulcanic zone. One of interesting case study of nuclear site plan in Indonesia is mount Muriah site plan, this method is useful to ensure whether mount Muriah is still active or inactive now
... Although numerous studies have been carried out for accuracy assessments of DEMs in different parts of the world using various kinds of reference data and reference DEMs (e.g., Arefi and Reinartz, 2011;Hirt et al., 2010;Gomez, et al., 2012;Li et al., 2013;Athmania and Achour, 2014;Suwandana et al., 2014;Jing et al., 2014;Ioannidis et al., 2014;Satge et al., 2015), very few * Corresponding author have been conducted in the Philippines (e.g., Fabila and Paringit, 2012;Meneses III, 2013). This is despite the fact that DEMs such as those from SRTM and ASTER are being used as major sources of topographic information for many applications including hydrological analysis and simulations (e.g., Jaranilla-Sanchez et al., 2011;Santillan et al., 2011;Sarmiento et al., 2012;Clutario and David, 2014;Chen and Senarath, 2014), flood modelling and hazard mapping (e.g., Abon et al., 2011;Ignacio and Henry, 2013), geological hazard analysis (e.g., Lagmay et al., 2012), and landslide mapping characterization (e.g., Evans et al., 2006;Oh and Lee, 2011). The quality and accuracy of the DEMs used and their suitability for these applications were not adequately assessed. ...
The ALOS World 3D – 30 m (AW3D30), ASTER Global DEM Version 2 (GDEM2), and SRTM-30 m are Digital Elevation Models (DEMs) that have been made available to the general public free of charge. An important feature of these DEMs is their unprecedented horizontal resolution of 30-m and almost global coverage. The very recent release of these DEMs, particularly AW3D30 and SRTM- 30 m, calls for opportunities for the conduct of localized assessment of the DEM’s quality and accuracy to verify their suitability for a wide range of applications in hydrology, geomorphology, archaelogy, and many others. In this study, we conducted a vertical accuracy assessment of these DEMs by comparing the elevation of 274 control points scattered over various sites in northeastern Mindanao, Philippines. The elevations of these control points (referred to the Mean Sea Level, MSL) were obtained through 3rd order differential levelling using a high precision digital level, and their horizontal positions measured using a global positioning system (GPS) receiver. These control points are representative of five (5) land-cover classes namely brushland (45 points), built-up (32), cultivated areas (97), dense vegetation (74), and grassland (26). Results showed that AW3D30 has the lowest Root Mean Square Error (RMSE) of 5.68 m, followed by SRTM-30 m (RMSE = 8.28 m), and ASTER GDEM2 (RMSE = 11.98 m). While all the three DEMs overestimated the true ground elevations, the mean and standard deviations of the differences in elevations were found to be lower in AW3D30 compared to SRTM-30 m and ASTER GDEM2. The superiority of AW3D30 over the other two DEMS was also found to be consistent even under different landcover types, with AW3D30's RMSEs ranging from 4.29 m (built-up) to 6.75 m (dense vegetation). For SRTM-30 m, the RMSE ranges from 5.91 m (built-up) to 10.42 m (brushland); for ASTER GDEM2, the RMSE ranges from 9.27 m (brushland) to 14.88 m (dense vegetation). The results of the vertical accuracy assessment suggest that the AW3D30 is more accurate than SRTM-30 m and ASTER GDEM2, at least for the areas considered in this study. On the other hand, the tendencies of the three DEMs to overestimate true ground elevation can be considered an important finding that users of the DEMs in the Philippines should be aware of, and must be considered into decisions regarding use of these data products in various applications.
... Although numerous studies have been carried out for accuracy assessments of DEMs in different parts of the world using various kinds of reference data and reference DEMs (e.g., Arefi and Reinartz, 2011;Hirt et al., 2010;Gomez, et al., 2012;Li et al., 2013;Athmania and Achour, 2014;Suwandana et al., 2014;Jing et al., 2014;Ioannidis et al., 2014;Satge et al., 2015), very few * Corresponding author have been conducted in the Philippines (e.g., Fabila and Paringit, 2012;Meneses III, 2013). This is despite the fact that DEMs such as those from SRTM and ASTER are being used as major sources of topographic information for many applications including hydrological analysis and simulations (e.g., Jaranilla-Sanchez et al., 2011;Santillan et al., 2011;Sarmiento et al., 2012;Clutario and David, 2014;Chen and Senarath, 2014), flood modelling and hazard mapping (e.g., Abon et al., 2011;Ignacio and Henry, 2013), geological hazard analysis (e.g., Lagmay et al., 2012), and landslide mapping characterization (e.g., Evans et al., 2006;Oh and Lee, 2011). The quality and accuracy of the DEMs used and their suitability for these applications were not adequately assessed. ...
The ALOS World 3D – 30 m (AW3D30), ASTER Global DEM Version 2 (GDEM2), and SRTM-30 m are Digital Elevation Models (DEMs) that have been made available to the general public free of charge. An important feature of these DEMs is their unprecedented horizontal resolution of 30-m and almost global coverage. The very recent release of these DEMs, particularly AW3D30 and SRTM- 30 m, calls for opportunities for the conduct of localized assessment of the DEM’s quality and accuracy to verify their suitability for a wide range of applications in hydrology, geomorphology, archaelogy, and many others. In this study, we conducted a vertical accuracy assessment of these DEMs by comparing the elevation of 274 control points scattered over various sites in northeastern Mindanao, Philippines. The elevations of these control points (referred to the Mean Sea Level, MSL) were obtained through 3rd order differential levelling using a high precision digital level, and their horizontal positions measured using a global positioning system (GPS) receiver. These control points are representative of five (5) land-cover classes namely brushland (45 points), built-up (32), cultivated areas (97), dense vegetation (74), and grassland (26). Results showed that AW3D30 has the lowest Root Mean Square Error (RMSE) of 5.68 m, followed by SRTM-30 m (RMSE = 8.28 m), and ASTER GDEM2 (RMSE = 11.98 m). While all the three DEMs overestimated the true ground elevations, the mean and standard deviations of the differences in elevations were found to be lower in AW3D30 compared to SRTM-30 m and ASTER GDEM2. The superiority of AW3D30 over the other two DEMS was also found to be consistent even under different landcover types, with AW3D30's RMSEs ranging from 4.29 m (built-up) to 6.75 m (dense vegetation). For SRTM-30 m, the RMSE ranges from 5.91 m (built-up) to 10.42 m (brushland); for ASTER GDEM2, the RMSE ranges from 9.27 m (brushland) to 14.88 m (dense vegetation). The results of the vertical accuracy assessment suggest that the AW3D30 is more accurate than SRTM-30 m and ASTER GDEM2, at least for the areas considered in this study. On the other hand, the tendencies of the three DEMs to overestimate true ground elevation can be considered an important finding that users of the DEMs in the Philippines should be aware of, and must be considered into decisions regarding use of these data products in various applications.
The objective of this research is to develop an approach to correct nonlinear errors in the SRTM (Shuttle Radar Topography Mission) elevations, which cannot be handled by most traditional methods. First, a set of uncorrelated feature attributes has been generated from the SRTM digital elevation model (DEM) together with the new freely available Sentinel-2 multispectral imagery, over a dense urban area in Egypt. Second, the SRTM DEM, Sentinel-2 image, and the generated attributes have been applied as input data in an artificial neural network (ANN) classification model to assign each pixel to each of 12 reference elevations. Finally, the posterior probabilities obtained for ANN have been combined based on an inverse probability weighted interpolation (IPWI) approach to estimate revised SRTM elevations. The results were compared with a reference DEM with 1-m vertical accuracy derived through image matching of the Worldview-1 stereo satellite imagery. The process of performance evaluation is based on various statistics such as scatter plots, correlation coefficient (R), standard deviation (SD), and root mean square error (RMSE). The results show that, using the SRTM DEM as a single data source, the RMSE of estimated elevations has improved to 3.04 m. On the other hand, including the Sentinel-2 image has improved the RMSE of elevations to 2.93 m. Including the generated attributes as well has improved the estimated RMSE of the elevations to 2.07 m. Compared with the results from the commonly used multiple linear regression (MLR) method, the improvement in RMSE of the estimated elevations can reach 45%.