Abstract

The Zengwen desilting tunnel project installed an Elephant Trunk Steel Pipe (ETSP) at the bottom of the reservoir that is designed to connect the new bypass tunnel and reach downward to the sediment surface. Since ETSP is huge and its underwater installation is an unprecedented construction method, there are several uncertainties in its dynamic motion changes during installation. To assure construction safety, a 1:20 ETSP scale model was built to simulate the underwater installation procedure, and its six-degrees-of-freedom (6-DOF) motion parameters were monitored by offline underwater 3D rigid object tracking and photogrammetry. Three cameras were used to form a multicamera system, and several auxiliary devices—such as waterproof housing, tripods, and a waterproof LED—were adopted to protect the cameras and to obtain clear images in the underwater environment. However, since it is difficult for the divers to position the camera and ensure the camera field of view overlap, each camera can only observe the head, middle, and tail parts of ETSP, respectively, leading to a small overlap area among all images. Therefore, it is not possible to perform a traditional method via multiple images forward intersection, where the camera’s positions and orientations have to be calibrated and fixed in advance. Instead, by tracking the 3D coordinates of ETSP and obtaining the camera orientation information via space resection, we propose a multicamera coordinate transformation and adopted a single-camera relative orientation transformation to calculate the 6-DOF motion parameters. The offline procedure is to first acquire the 3D coordinates of ETSP by taking multiposition images with a precalibrated camera in the air and then use the 3D coordinates as control points to perform the space resection of the calibrated underwater cameras. Finally, we calculated the 6-DOF of ETSP by using the camera orientation information through both multi- and single-camera approaches. In this study, we show the results of camera calibration in the air and underwater environment, present the 6-DOF motion parameters of ETSP underwater installation and the reconstructed 4D animation, and compare the differences between the multi- and single-camera approaches.

Highlights

  • The Zengwen reservoir is Taiwan’s largest and has a designed capacity of six billion m3

  • We used three cameras to monitor the 6-DOF motion parameters of the Elephant Trunk Steel Pipe (ETSP) attitude adjustment simulation and compared the differences obtained from multi- and single-camera approaches in the underwater environment

  • We summarize the results of camera calibration in the different materials, present the 6-DOF motion parameters of the ETSP attitude adjustment and the reconstructed 4D animation, and compare the differences between the multi- and single-camera approaches

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Summary

Introduction

The Zengwen reservoir is Taiwan’s largest and has a designed capacity of six billion m3. Its siltation rate has been four million m3 per year since it was built in 1973. The 2019 typhoon Morakot brought heavy rainfall with an accumulation of >3000 mm in five days [1], leading to numerous serious landslides in mountainous areas and bringing 90 million m3 silt into the Zengwen reservoir [2]. These huge deposits built up the reservoir sedimentation surface to elevation (EL.) 175.0 m, and covered the intake of the hydropower generator 2020, 12, x FOR PEER REVIEW the pesremdiamneenntattrioivnesrurofuacteletto(ealtevEaLti.o1n5(5E.L0.)m17)..T0omi,nacnrdeacosevetrheeddtheesiinlttiankge oafbtihlietyhyadnrdopeoxwteenr dgetnheeraltiofer of the Zengw(aet nELr.e1s6e5r.v0omir), atnhde tThaeiwpearnmagnoevnetrrnivmerenout tllaeut (nacthEeLd. 1a55n.0ewm)d. O(av)erview of theOZveenrvgiwewenorfetsheervZoeinrg’swseendirmeseernvtosirit’suasteidoinm.e(nbt)sEitTuSatPiodne. s(ibg)nEdTiSaPgrdaemsi.gn(c)dOiagnr-asmite. (acs)seOmn-bsliteed ETSP. (d) ETaSssPemunbdleedrEwTaStPe.r(idn)sEtTalSlPatuionndeprwroacteerdiunrsetasl.lation procedures

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