Hossein Hariri Asli
Lamar University
|
Ph.D. Candidate
Subject Areas: | Transportation, Pavement Design, Hydrology |
Recent Activity
ABSTRACT:
Description:
Floods are common natural disasters worldwide and pose substantial risks to life, property, food production, and natural resources. Effective measures for flood mitigation and warning are important. Southeast Texas is still at substantial risk of flooding and Lamar University is assisting the region with asset management of a flood sensor network for flooding events. This network provides real-time water stage information. To make these data more useful for flood monitoring and mapping, Lamar University developed a program to measure elevation and coordinates for the various sensor locations. This paper overviews the measurement of the elevation and coordinates of 74 networked flood sensors and various thresholds at critical points used by flood decision-makers for reference at each site. These sensors, in the first phase of this program, were deployed throughout a 7-county region spanning nearly 6000 square miles in Southeast Texas. The latitude and longitude of the sensors, along with their elevations, were determined using survey-grade Global Navigation Satellite System (GNSS) technology. This is an accurate, rapid, and relatively low-cost surveying method. Various Continually Operating Reference Stations (CORS) were examined during post-processing to achieve the most accurate horizontal and vertical results. After differential corrections were applied, accuracies of 0.4 in. (or better) were achieved. Each site's critical points and thresholds were also established using this method. The thresholds, elevations, and positions of these sensors and their surrounding critical points are transmitted to various dashboards on websites. These data are used to aid with decisions related to road closures or modeling efforts by mitigation decision-makers, emergency managers, and the public, including the Texas Department of Transportation, Houston Transtar, the National Weather Service, and the Sabine River Authority of Texas (SRA). This data may also be used in the development of flood hydrological models in Southeast Texas watersheds and sub-basins. This program currently involves the Flood Coordination Study team which is part of the Center for Resiliency at Lamar University in collaboration with various entities such as the U.S. Department of Homeland Security Science and Technology Directorate, the Southeast Texas Flood Control District, and various other regional agencies, municipalities, and industries.
Steps to reproduce:
A Trimble GEOX7 Global Navigation Satellite System (GNSS) handheld device, which employs Trimble H-StarTM technology, and a ZIPLEVEL PRO-2000 High Precision Altimeter was used to determine the coordinates and elevations of the sensors and surrounding critical points. Post-processing of the GNSS data used the Trimble GPS Pathfinder Office software. The closest CORS base stations were used for differential corrections and the NAD 1983 (2011) (epoch 2010.00) horizontal datum was used as the geographic coordinate system. Furthermore, orthometric heights were calculated using GEOID 18 which is referenced to the North American Vertical Datum of 1988 (NAVD 88). ArcGIS Pro 3 was used to create a map of the sensors and critical points, as well as a watershed delineation relative to Southeast Texas landmarks.
Data were gathered in Southeast Texas watersheds and sub-watersheds in order to monitor and map the elevation and movement of water in the drainages. Vertical and horizontal positions of the 74 flood sensors installed in the first phase of the project and their surrounding critical points, including the node (solar panels, battery, and transmission device), the bottom of the posts that nodes attached (bottom of the node from now on), top of the bank, the bottom of the ditch, the bottom of the bridge's deck, and the center of the road and edges, have been gathered accordingly. Also, the relative elevations between these points are important and were collected.
ABSTRACT:
Description:
Floods are common natural disasters worldwide and pose substantial risks to life, property, food production, and natural resources. Effective measures for flood mitigation and warning are important. Southeast Texas is still at substantial risk of flooding and Lamar University is assisting the region with asset management of a flood sensor network for flooding events. This network provides real-time water stage information. To make these data more useful for flood monitoring and mapping, Lamar University developed a program to measure elevation and coordinates for the various sensor locations. This paper overviews the measurement of the elevation and coordinates of 74 networked flood sensors and various thresholds at critical points used by flood decision-makers for reference at each site. These sensors, in the first phase of this program, were deployed throughout a 7-county region spanning nearly 6000 square miles in Southeast Texas. The latitude and longitude of the sensors, along with their elevations, were determined using survey-grade Global Navigation Satellite System (GNSS) technology. This is an accurate, rapid, and relatively low-cost surveying method. Various Continually Operating Reference Stations (CORS) were examined during post-processing to achieve the most accurate horizontal and vertical results. After differential corrections were applied, accuracies of 0.4 in. (or better) were achieved. Each site's critical points and thresholds were also established using this method. The thresholds, elevations, and positions of these sensors and their surrounding critical points are transmitted to various dashboards on websites. These data are used to aid with decisions related to road closures or modeling efforts by mitigation decision-makers, emergency managers, and the public, including the Texas Department of Transportation, Houston Transtar, the National Weather Service, and the Sabine River Authority of Texas (SRA). This data may also be used in the development of flood hydrological models in Southeast Texas watersheds and sub-basins. This program currently involves the Flood Coordination Study team which is part of the Center for Resiliency at Lamar University in collaboration with various entities such as the U.S. Department of Homeland Security Science and Technology Directorate, the Southeast Texas Flood Control District, and various other regional agencies, municipalities, and industries.
Steps to reproduce:
A Trimble GEOX7 Global Navigation Satellite System (GNSS) handheld device, which employs Trimble H-StarTM technology, and a ZIPLEVEL PRO-2000 High Precision Altimeter was used to determine the coordinates and elevations of the sensors and surrounding critical points. Post-processing of the GNSS data used the Trimble GPS Pathfinder Office software. The closest CORS base stations were used for differential corrections and the NAD 1983 (2011) (epoch 2010.00) horizontal datum was used as the geographic coordinate system. Furthermore, orthometric heights were calculated using GEOID 18 which is referenced to the North American Vertical Datum of 1988 (NAVD 88). ArcGIS Pro 3 was used to create a map of the sensors and critical points, as well as a watershed delineation relative to Southeast Texas landmarks.
Data were gathered in Southeast Texas watersheds and sub-watersheds in order to monitor and map the elevation and movement of water in the drainages. Vertical and horizontal positions of the 74 flood sensors installed in the first phase of the project and their surrounding critical points, including the node (solar panels, battery, and transmission device), the bottom of the posts that nodes attached (bottom of the node from now on), top of the bank, the bottom of the ditch, the bottom of the bridge's deck, and the center of the road and edges, have been gathered accordingly. Also, the relative elevations between these points are important and were collected.
ABSTRACT:
With the continued risk of flooding in Southeast Texas, Lamar University is working to help the region improves its resiliency during large-scale flooding events. Real-time water stage, elevation, and coordinates in different points of a watershed are essential agents in flood monitoring and mapping. It also helps researchers with hydrological modeling. Southeast Texas and its watersheds and sub-watersheds were subjected to gathering data in order to monitor and map water movements. This data includes the precise positioning of 74 flood-level networked sensors installed in the first phase of this study throughout 7-county regions spanning nearly 6000 square miles in Southeast Texas to achieve the most accurate horizontal and vertical results, 0.4 in. accuracy and lower. Positions of the sensors and their surrounding critical points, including the node, bottom of the node, top of the bank, bottom of the ditch, bottom of the bridge's deck, and the center and edge of the roads, have been measured. Also, the relatives between these points are of significance and were collected. Each site's thresholds have been established with the aid of this data. Thresholds, real-time relative elevation data of these sensors, and their critical surrounding points are being transmitted to dashboards related to road closures or modeling efforts of mitigation decision-makers, emergency managers, and the public. Furthermore, in the project's next phase, this data was used to propagate flood hydrological models in Southeast Texas watersheds and sub-basins. Furthermore, some important descriptions of the water bodies where the sensors are located have been considered. Moreover, some information regarding the validation of results and also surveying operations and their most accurate benchmarks are available. Real-time kinematic (RTK) surveying technology concerning the Global Navigation Satellite System (GNSS) has been used as an accurate, rapid, and relatively low-cost surveying method. A ZIPLEVEL PRO-2000 High Precision Altimeter and a Trimble handheld GEOX7 using RTK were applied in this regard. In order to achieve the most accurate results, the GPSPathfinder Office software was used to post-process raw materials collected from the field. CORS NAD 1983 (2011) projection for the differential correction file during postprocessing was used as the geographic coordinate system. The North American Vertical Datum of 1988 (NAVD 88) is the vertical control datum. GEOID18 is intended for use with coordinates in the North American Datum of 1983 (2011) [NAD 83 (2011) epoch 2010.00]. It provides orthometric heights consistent with the North American Vertical Datum of 1988 (NAVD 88). ZIPLEVEL PRO-2000 was used to validate and double-check the measured elevation by Trimble. Also, we measured the NGS monument coordinates and elevations near each site and compared them to the published NGS reports hence finding the most accurate base providers to use as a benchmark in postprocessing. This project involves the Flood Coordination Study team at Lamar University, Center for Resiliency, in collaboration with various entities such as the U.S. Department of Homeland Security Science and Technology Directorate, the Southeast Texas Flood Control District, and various other regional agencies, municipalities, and industries. We hope this data works for researchers and hopefully they find it useful for their studies.
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Created: Dec. 8, 2022, 5:06 a.m.
Authors: Hariri Asli, Hossein · Nicholas A. Brake · Joseph M. Kruger · Liv M Haselbach · Mubarak Adesina
ABSTRACT:
With the continued risk of flooding in Southeast Texas, Lamar University is working to help the region improves its resiliency during large-scale flooding events. Real-time water stage, elevation, and coordinates in different points of a watershed are essential agents in flood monitoring and mapping. It also helps researchers with hydrological modeling. Southeast Texas and its watersheds and sub-watersheds were subjected to gathering data in order to monitor and map water movements. This data includes the precise positioning of 74 flood-level networked sensors installed in the first phase of this study throughout 7-county regions spanning nearly 6000 square miles in Southeast Texas to achieve the most accurate horizontal and vertical results, 0.4 in. accuracy and lower. Positions of the sensors and their surrounding critical points, including the node, bottom of the node, top of the bank, bottom of the ditch, bottom of the bridge's deck, and the center and edge of the roads, have been measured. Also, the relatives between these points are of significance and were collected. Each site's thresholds have been established with the aid of this data. Thresholds, real-time relative elevation data of these sensors, and their critical surrounding points are being transmitted to dashboards related to road closures or modeling efforts of mitigation decision-makers, emergency managers, and the public. Furthermore, in the project's next phase, this data was used to propagate flood hydrological models in Southeast Texas watersheds and sub-basins. Furthermore, some important descriptions of the water bodies where the sensors are located have been considered. Moreover, some information regarding the validation of results and also surveying operations and their most accurate benchmarks are available. Real-time kinematic (RTK) surveying technology concerning the Global Navigation Satellite System (GNSS) has been used as an accurate, rapid, and relatively low-cost surveying method. A ZIPLEVEL PRO-2000 High Precision Altimeter and a Trimble handheld GEOX7 using RTK were applied in this regard. In order to achieve the most accurate results, the GPSPathfinder Office software was used to post-process raw materials collected from the field. CORS NAD 1983 (2011) projection for the differential correction file during postprocessing was used as the geographic coordinate system. The North American Vertical Datum of 1988 (NAVD 88) is the vertical control datum. GEOID18 is intended for use with coordinates in the North American Datum of 1983 (2011) [NAD 83 (2011) epoch 2010.00]. It provides orthometric heights consistent with the North American Vertical Datum of 1988 (NAVD 88). ZIPLEVEL PRO-2000 was used to validate and double-check the measured elevation by Trimble. Also, we measured the NGS monument coordinates and elevations near each site and compared them to the published NGS reports hence finding the most accurate base providers to use as a benchmark in postprocessing. This project involves the Flood Coordination Study team at Lamar University, Center for Resiliency, in collaboration with various entities such as the U.S. Department of Homeland Security Science and Technology Directorate, the Southeast Texas Flood Control District, and various other regional agencies, municipalities, and industries. We hope this data works for researchers and hopefully they find it useful for their studies.

Created: Feb. 26, 2023, 3:41 p.m.
Authors: Hariri Asli, Hossein · Nicholas A. Brake · Joseph M. Kruger · Liv M Haselbach · Mubarak Adesina
ABSTRACT:
Description:
Floods are common natural disasters worldwide and pose substantial risks to life, property, food production, and natural resources. Effective measures for flood mitigation and warning are important. Southeast Texas is still at substantial risk of flooding and Lamar University is assisting the region with asset management of a flood sensor network for flooding events. This network provides real-time water stage information. To make these data more useful for flood monitoring and mapping, Lamar University developed a program to measure elevation and coordinates for the various sensor locations. This paper overviews the measurement of the elevation and coordinates of 74 networked flood sensors and various thresholds at critical points used by flood decision-makers for reference at each site. These sensors, in the first phase of this program, were deployed throughout a 7-county region spanning nearly 6000 square miles in Southeast Texas. The latitude and longitude of the sensors, along with their elevations, were determined using survey-grade Global Navigation Satellite System (GNSS) technology. This is an accurate, rapid, and relatively low-cost surveying method. Various Continually Operating Reference Stations (CORS) were examined during post-processing to achieve the most accurate horizontal and vertical results. After differential corrections were applied, accuracies of 0.4 in. (or better) were achieved. Each site's critical points and thresholds were also established using this method. The thresholds, elevations, and positions of these sensors and their surrounding critical points are transmitted to various dashboards on websites. These data are used to aid with decisions related to road closures or modeling efforts by mitigation decision-makers, emergency managers, and the public, including the Texas Department of Transportation, Houston Transtar, the National Weather Service, and the Sabine River Authority of Texas (SRA). This data may also be used in the development of flood hydrological models in Southeast Texas watersheds and sub-basins. This program currently involves the Flood Coordination Study team which is part of the Center for Resiliency at Lamar University in collaboration with various entities such as the U.S. Department of Homeland Security Science and Technology Directorate, the Southeast Texas Flood Control District, and various other regional agencies, municipalities, and industries.
Steps to reproduce:
A Trimble GEOX7 Global Navigation Satellite System (GNSS) handheld device, which employs Trimble H-StarTM technology, and a ZIPLEVEL PRO-2000 High Precision Altimeter was used to determine the coordinates and elevations of the sensors and surrounding critical points. Post-processing of the GNSS data used the Trimble GPS Pathfinder Office software. The closest CORS base stations were used for differential corrections and the NAD 1983 (2011) (epoch 2010.00) horizontal datum was used as the geographic coordinate system. Furthermore, orthometric heights were calculated using GEOID 18 which is referenced to the North American Vertical Datum of 1988 (NAVD 88). ArcGIS Pro 3 was used to create a map of the sensors and critical points, as well as a watershed delineation relative to Southeast Texas landmarks.
Data were gathered in Southeast Texas watersheds and sub-watersheds in order to monitor and map the elevation and movement of water in the drainages. Vertical and horizontal positions of the 74 flood sensors installed in the first phase of the project and their surrounding critical points, including the node (solar panels, battery, and transmission device), the bottom of the posts that nodes attached (bottom of the node from now on), top of the bank, the bottom of the ditch, the bottom of the bridge's deck, and the center of the road and edges, have been gathered accordingly. Also, the relative elevations between these points are important and were collected.

Created: May 11, 2023, 7:42 p.m.
Authors: Hariri Asli, Hossein · Nicholas A. Brake · Joseph M. Kruger · Liv M Haselbach · Mubarak Adesina
ABSTRACT:
Description:
Floods are common natural disasters worldwide and pose substantial risks to life, property, food production, and natural resources. Effective measures for flood mitigation and warning are important. Southeast Texas is still at substantial risk of flooding and Lamar University is assisting the region with asset management of a flood sensor network for flooding events. This network provides real-time water stage information. To make these data more useful for flood monitoring and mapping, Lamar University developed a program to measure elevation and coordinates for the various sensor locations. This paper overviews the measurement of the elevation and coordinates of 74 networked flood sensors and various thresholds at critical points used by flood decision-makers for reference at each site. These sensors, in the first phase of this program, were deployed throughout a 7-county region spanning nearly 6000 square miles in Southeast Texas. The latitude and longitude of the sensors, along with their elevations, were determined using survey-grade Global Navigation Satellite System (GNSS) technology. This is an accurate, rapid, and relatively low-cost surveying method. Various Continually Operating Reference Stations (CORS) were examined during post-processing to achieve the most accurate horizontal and vertical results. After differential corrections were applied, accuracies of 0.4 in. (or better) were achieved. Each site's critical points and thresholds were also established using this method. The thresholds, elevations, and positions of these sensors and their surrounding critical points are transmitted to various dashboards on websites. These data are used to aid with decisions related to road closures or modeling efforts by mitigation decision-makers, emergency managers, and the public, including the Texas Department of Transportation, Houston Transtar, the National Weather Service, and the Sabine River Authority of Texas (SRA). This data may also be used in the development of flood hydrological models in Southeast Texas watersheds and sub-basins. This program currently involves the Flood Coordination Study team which is part of the Center for Resiliency at Lamar University in collaboration with various entities such as the U.S. Department of Homeland Security Science and Technology Directorate, the Southeast Texas Flood Control District, and various other regional agencies, municipalities, and industries.
Steps to reproduce:
A Trimble GEOX7 Global Navigation Satellite System (GNSS) handheld device, which employs Trimble H-StarTM technology, and a ZIPLEVEL PRO-2000 High Precision Altimeter was used to determine the coordinates and elevations of the sensors and surrounding critical points. Post-processing of the GNSS data used the Trimble GPS Pathfinder Office software. The closest CORS base stations were used for differential corrections and the NAD 1983 (2011) (epoch 2010.00) horizontal datum was used as the geographic coordinate system. Furthermore, orthometric heights were calculated using GEOID 18 which is referenced to the North American Vertical Datum of 1988 (NAVD 88). ArcGIS Pro 3 was used to create a map of the sensors and critical points, as well as a watershed delineation relative to Southeast Texas landmarks.
Data were gathered in Southeast Texas watersheds and sub-watersheds in order to monitor and map the elevation and movement of water in the drainages. Vertical and horizontal positions of the 74 flood sensors installed in the first phase of the project and their surrounding critical points, including the node (solar panels, battery, and transmission device), the bottom of the posts that nodes attached (bottom of the node from now on), top of the bank, the bottom of the ditch, the bottom of the bridge's deck, and the center of the road and edges, have been gathered accordingly. Also, the relative elevations between these points are important and were collected.