Un Ji

Prof. Dr. Un Ji

orcid

Research Focus & Metrics

Academic Career Length

16Years (2011-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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7 May 2019 in Water
Verified
Journal Article
Open access
PDF file
IBInhyeok Bae
Inhyeok Bae
UJUn Ji
Un Ji
Water level data sets acquired by ultrasonic sensors in stream-scale channels exhibit relatively large numbers of outliers that are off the measurement range between the ultrasonic sensor and water surface, as well as data dispersion of approximately 2 cm due to random errors such as water waves. Therefore, this study develops a data processing algorithm for outlier removal and smoothing for water level data measured by ultrasonic sensors to consider these characteristics. The outlier removal process includes an initial cutoff process to remove outliers out of the measurement range and an outlier detection process using modified Z-scores based on the median absolute deviation (MAD) of a robust estimator. In addition, an exponentially weighted moving average (EWMA) method is applied to smooth the processed data. Sensitivity analyses are performed for factors that are subjectively set by the user, including the window size for the MAD outlier detection stage, the rejection criterion for the modified Z-score outlier removal stage, and the smoothing constant for the EWMA smoothing stage, based on four different water level data sets acquired by ultrasonic sensors in stream-scale experiments.

2 February 2022 in Hydrological Processes
Verified
Journal Article
Open access
PDF file
GCGerardo Caroppi
Gerardo Caroppi
KVKaisa Västilä
Kaisa Västilä
JJJuha Järvelä
Juha Järvelä
CLChanjoo Lee
Chanjoo Lee
UJUn Ji
Un Ji
SKSungjung Kim
Sungjung Kim
Riparian vegetation patches growing on river banks and floodplains influence in‐channel and overbank hydromorphological processes. The current knowledge on patch‐scale hydrodynamics is largely based on laboratory flume experiments with simplified vegetation. The aim of this study is to provide new understanding of the flow and wake characteristics for real riparian vegetation patches based on field‐scale experiments with natural willows, in order to inform hydromorphological and ecological modelling. The focus was placed on the effects of foliage as the main driver of the seasonal changes in vegetation and on the influence of the flexibility‐induced reconfiguration on the flow in the wake and around the patches. The patch drag, defined by its flow blockage factor, was increased by 3.0–4.4 times by the presence of foliage and decreased by up to 60% because of the streamlining and reconfiguration of foliage with increasing flow velocity. Such large changes in the patch drag altered the flow and wake characteristics, affecting the onset of a patch‐scale vortex street. Seasonality and flexibility modified the patch sheltering effect, that is, the magnitude of velocity, turbulent kinetic energy, and bed shear stress reduction in the wake, relative to the background level. In the presence of foliage, mean flow velocity and bed shear stress in the wake were reduced on average by ~50% and ~70%, respectively. The sheltering effect was lower for the leafless conditions than for the foliated conditions. For the foliated cases, the spatial extents of the over‐depth and the near‐bed sheltered region were on average 1.5 and 1.8 times larger than in the corresponding leafless cases, respectively. Overall, seasonal changes in vegetation and flexibility‐induced mechanisms were identified as key controls for the flow associated with patches of riparian vegetation, with major implications on developing models for predicting hydromorphological processes and the potential to preserve and create habitats.

6 April 2024 in Journal of Hydrology
Verified
Journal Article
Open access
IBInhyeok Bae
Inhyeok Bae
UJUn Ji
Un Ji
JJJuha Järvelä
Juha Järvelä
KVKaisa Västilä
Kaisa Västilä

12 February 2024 in Water Resources Research
Verified
Journal Article
Open access
ATAndrew Tranmer
Andrew Tranmer
UJUn Ji
Un Ji
MAMyeonghui Ahn
Myeonghui Ahn
SJSang Hwa Jung
Sang Hwa Jung
EYElowyn M. Yager
Elowyn M. Yager
Riparian vegetation plays a fundamental role in alluvial channel evolution by modifying flow and sedimentation dynamics. To elucidate the roles of sediment supply, flow‐dependent transport capacity, and morphodynamic feedbacks on the evolution of emergent vegetation patches over a single hydrograph, we conducted two experiments with different reach‐scale sediment supplies: a high‐supply experiment (HSE) and low‐supply experiment (LSE). We measured flow velocities, bedload transport, and topographic changes around a full‐scale patch of live emergent willows in an outdoor laboratory flume. Erosion occurred in the patch‐adjacent channel areas irrespective of the sediment supply, whereas deposition within the patch interior was suppressed in the LSE and enhanced in the HSE. The magnitude of patch deposition in each experiment was controlled by the local sediment supply to the patch and local sediment mobility during each discharge in the hydrograph. The local sediment supply was affected by bed morphodynamics at the patch head, which modulated the reach‐scale sediment supply by redistributing the bedload in the channel. Sediment mobility within the patch was flow‐dependent and a function of velocity and turbulent kinetic energy. For different discharges, the velocity in the patch changed proportionally with the freestream velocity; however, the turbulent kinetic energy was more sensitive, being elevated compared with the freestream during high flows and inhibited at low flows. Therefore, deposition and erosion within vegetation patches are not simply functions of the reach‐scale sediment supply or patch flow characteristics, as is often assumed, but additionally depend on the local sediment supply to the patch interior.

11 November 2025 in KSCE Journal of Civil Engineering
Verified
Journal Article
Open access
JRJiwon Ryu
Jiwon Ryu
IBInhyeok Bae
Inhyeok Bae
LHLaily Fadhilah Sabilal Haque
Laily Fadhilah Sabilal Haque
EJEunkyung Jang
Eunkyung Jang
UJUn Ji
Un Ji

1 July 2023 in Journal of Hydraulic Engineering
Verified
Journal Article
Closed access
UJUn Ji
Un Ji
JJJuha Järvelä
Juha Järvelä
KVKaisa Västilä
Kaisa Västilä
IBInhyeok Bae
Inhyeok Bae