3 research outputs found
ν¨λ λ°μ΄ν° μμΈ‘μ μν μκ° λ° κ°μ²΄ μ μμμμ λ©νλ¬λμ ν¨κ³Ό
νμλ
Όλ¬Έ(μμ¬) -- μμΈλνκ΅λνμ : λ°μ΄ν°μ¬μ΄μΈμ€λνμ λ°μ΄ν°μ¬μ΄μΈμ€νκ³Ό, 2023. 2. κΉνμ .Panel data refers to data with observations for multiple entities over time. The data is being used in diverse fields of research, including economics, energy, medical science, and physics. When dealing with panel data, researchers often encounter circumstances in which new entities are added. Researchers struggle to make prediction for these new entities owing to insufficient amount of data and distribution shift. Previous deep learning models lack generalizability to forecast the behavior of new entity in an unseen time, and none of the research addressed this challenge specifically. In this paper, we propose meta-learning based approach that enables model to extract general feature, or meta-knowledge across entities and times. The proposed pproach can enhance the adaptability against unseen entity by leveraging this meta-knowledge and providing entity-specific few shot adaptation. We designed unique task setting method for meta learning that can well onsider temporal characteristics of entity in panel data. We also suggest novel data split method which can represent the 3 different situations that can occur in panel data forecasting: existing entities in unseen time, unseen entity in existing time, and most importantly, unseen entity in unseen time. In evaluation on various panel data from broad range of domains, the results have demonstrated the effectiveness of meta-learning on panel data forecasting by achieving the performance improvement over conventional baseline models with most of the situations. Notably, our approach excelled the most in the situation of unseen entity and unseen time, which we are targeting on the most. It supports that our approach strengthens the model's generalizability to unseen data.λ³Έ μ°κ΅¬λ μ¬λ¬ κ°μ²΄λ€μ 볡μμ μκ°λμμ κ΄μΈ‘νμ¬ μ»μ λ°μ΄ν°μΈ ν¨λ λ°μ΄ν°μ μμΈ‘μ λμμ μ€ μ μλ λ©νλ¬λμ ν¨κ³Όλ₯Ό μ
μ¦νλ€. λ©νλ¬λμ κΈ°λ°μΌλ‘ ν μ μ κΈ°λ²μ λͺ¨λΈλ‘ νμ¬κΈ κ°μ²΄μ μκ° μΆμμμ λ©ν μ§μμ ν¨κ³Όμ μΌλ‘ μΆμΆν μ μλλ‘ νμ¬ κ°μ²΄μ μκ° μΆμ λν λͺ¨λΈμ μ μμ±μ κ°ννλ€. λν νμ€ν¬ λ³λ‘ νλΌλ―Έν° μ΅μ νκ° μ΄λ£¨μ΄μ§ μ μλλ‘ νμ¬ νΉμ κ°μ²΄μ νΉμ μκ°λμμμ κ°λ³ ν¨ν΄μ μΆκ°μ μΌλ‘ νμ΅ν μ μλλ‘ νμ¬ λͺ¨λΈμ΄ κ³΅ν΅ νΉμ±κ³Ό κ°λ³ νΉμ±μ κ³ λ£¨ νμ΅ν μ μλλ‘ νλ€. κΈ°μ
λ³ μ£Όκ° λ°μ΄ν°μ ν΄λΌμ΄μΈνΈ λ³ μλμ§ μλΉλ λ°μ΄ν°μ
μ μ¬μ©ν μ€νμ ν΅ν΄ λ©ν λ¬λμ ν΅ν νμ΅μ΄ μλ‘μ΄ κ°μ²΄μ μκ°λμμμ μ±λ₯ κ°μ μ λμμ΄ λ¨μ 보μ¬μ£Όμλ€. λ³Έ μ°κ΅¬λ ν¨λ λ°μ΄ν° μμΈ‘ μ λ₯ λ¬λμ νμ© κ°λ₯μ±μ 보μ¬μ£Όλ©°, ν¨λ λ°μ΄ν°μ κ°μ²΄μ μκ° μΆμ λͺ¨λ κ³ λ €ν μλ‘μ΄ νμ€ν¬ κ΅¬μ± κΈ°λ²κ³Ό λ°μ΄ν°μ
λΆλ¦¬ λ°©λ²μ μ μνλ€λ μ μμ κ°μΉλ₯Ό μ§λλ€. νΉν λ°μ΄ν°μ μμ΄ νμ λμ΄ μλ μλ‘μ΄ κ°μ²΄μ λν μμΈ‘μ μνν΄μΌ νλ μν©μμ λͺ¨λΈμ΄ λΉ λ₯΄κ³ ν¨κ³Όμ μΌλ‘ νμ΅ν μ μλλ‘ νλ€λ μ μμ μ μ©νκ² νμ©λ μ μλ€.Chapter 1. Introduction 1
Chapter 2. Related Work 3
Chapter 3. Method 6
Chapter 4. Experiments 10
Chapter 5. Conclusion 16
Bibliography 17
Abstract in Korean 20μ
Field Observation and Multi-layer Modelling for Prediction of Current Field in the Coast with Submerged Structures
In this study, we observe morphological changes of the coast with submerged breakwaters during the typhoon period and analyze the flow characteristics using the SWASH model. The study area is Bongpo Beach, located in Goseong, Gangwon-do, where three submerged breakwaters were completed through a coastal improvement project due to serious erosion problems, and the coast is affected by waves from the open sea. As a result of analyzing the changes before and after the typhoon period to identify places particularly vulnerable to erosion after the structures were installed, it is expected that the 2-cell circulation pattern is dominant for coastal flows. To predict the flow mechanism that caused these results, the wave data of the period is input as the offshore boundary condition, and the simulation is performed by dividing the layers in the vertical direction. As a result of simulating a total of 10 cases, the factor determining the overall pattern is the wave direction, and it is reproduced similarly to the observation results at the layer closest to the surface and bottom. Wave conditions are broadly classified into two types: shore normal wave incidence (ENE series) and oblique wave incidence (ESE series). We think that the difference in flow speed caused by the ESE series wave had a big effect on the area near Cheonjin Port where erosion was strong (more than 1.5 m) and that the ENE series wave dominated the rest of the area. These results are underestimated when the depth-averaged mode is applied. This suggests that multi-layered simulation is necessary to simulate complex coastal flows. Also, we think it will be used as a basis for figuring out how to deal with areas along the coast with submerged structures where erosion happens a lot because of the waves.1. Introduction 1
2. Research area and observation data 4
2.1 Research area 4
2.2 Wave data 6
2.3 Bathymetric data before and after storm waves 9
2.4 Current patterns in the submerged breakwater hinterland 13
3. Non-hydrostatic modelling 15
3.1 SWASH (Simulating WAves till SHore) 15
3.1.1 Dep-averaged flow 16
3.1.2 Multi-layered flow 19
3.2 Numerical set-up 22
4. Result and validation 26
4.1 Significant wave height result 33
4.2 Result of flow simulation by shore normal wave incidence (ENE series) 35
4.3 Result of flow simulation by oblique wave incidence (ESE series) 38
4.4 Comparison of multi-layered and dep-averaged mode 41
5. Conclusion 43
References 45Maste