Qiuhua Liang

Prof. Qiuhua Liang

School of Architecture, Building and Civil Engineering, Loughborough University
orcid

Research Focus & Metrics

Academic Career Length

20Years (2007-Present)

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

Representative Publications

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1 November 2020 in Journal of Hydrology
Verified
Journal Article
Closed access
SKSyed Kabir
Syed Kabir
Sandhya PatidarSandhya Patidar
Sandhya Patidar
XXXilin Xia
Xilin Xia
Qiuhua LiangQiuhua Liang
Qiuhua Liang
JNJeffrey Neal
Jeffrey Neal
GPGareth Pender
Gareth Pender

8 July 2020 in Water Resources Research
Verified
Journal Article
Open access
PDF file
XMXiaodong Ming
Xiaodong Ming
Qiuhua LiangQiuhua Liang
Qiuhua Liang
XXXilin Xia
Xilin Xia
DLDingmin Li
Dingmin Li
HFHayley Fowler
Hayley Fowler
A flood forecasting system commonly consists of at least two essential components, that is, a numerical weather prediction (NWP) model to provide rainfall forecasts and a hydrological/hydraulic model to predict the hydrological response. While being widely used for flood forecasting, hydrological models only provide a simplified representation of the physical processes of flooding due to negligence of strict momentum conservation. They cannot reliably predict the highly transient flooding process from intense rainfall, in which case a fully 2‐D hydrodynamic model is required. Due to high computational demand, hydrodynamic models have not been exploited to support real‐time flood forecasting across a large catchment at sufficiently high resolution. To fill the current research and practical gaps, this work develops a new forecasting system by coupling a graphics processing unit (GPU) accelerated hydrodynamic model with NWP products to provide high‐resolution, catchment‐scale forecasting of rainfall‐runoff and flooding processes induced by intense rainfall. The performance of this new forecasting system is tested and confirmed by applying it to “forecast” an extreme flood event across a 2,500‐km2 catchment at 10‐m resolution. Quantitative comparisons are made between the numerical predictions and field measurements in terms of water level and flood extent. To produce simulation results comparing well with the observations, the new flood forecasting system provides 34 hr of lead time when the weather forecasts are available 36 hr beforehand. Numerical experiments further confirm that uncertainties from the rainfall inputs are not amplified by the hydrodynamic model toward the final flood forecasting outputs in this case.

29 January 2015 in Journal of Flood Risk Management
Verified
Journal Article
Open access
PDF file
LSL. Smith
L. Smith
Qiuhua LiangQiuhua Liang
Qiuhua Liang
PJPhil James
Phil James
WLW. Lin
W. Lin
The utility of social media for both collecting and disseminating information during natural disasters is increasingly recognised. The rapid nature of urban flooding from intense rainfall means accurate surveying of peak depths and flood extents is rarely achievable, hindering the validation of urban flood models. This paper presents a real‐time modelling framework to identify areas likely to have flooded using data obtained only through social media. Graphics processing unit (GPU) accelerated hydrodynamic modelling is used to simulate flooding in a 48‐km2 area of Newcastle upon Tyne, with results automatically compared against flooding identified through social media, allowing inundation to be inferred elsewhere in the city with increased detail and accuracy. Data from Twitter during two 2012 flood events are used to test the framework, with the inundation results indicative of good agreement against crowd‐sourced and anecdotal data, even though the sample of successfully geocoded Tweets was relatively small.

1 May 2020 in Journal of Hydrology
Verified
Journal Article
Closed access
FWFei Wang
Fei Wang
ZWZongmin Wang
Zongmin Wang
HYHaibo Yang
Haibo Yang
DDDanyang Di
Danyang Di
YZYong Zhao
Yong Zhao
ZHZafar Hussain
Zafar Hussain

11 April 2017 in Water Resources Research
Verified
Journal Article
Open access
PDF file
XXXilin Xia
Xilin Xia
Qiuhua LiangQiuhua Liang
Qiuhua Liang
XMXiaodong Ming
Xiaodong Ming
JHJingming Hou
Jingming Hou
Numerical models solving the full 2‐D shallow water equations (SWEs) have been increasingly used to simulate overland flows and better understand the transient flow dynamics of flash floods in a catchment. However, there still exist key challenges that have not yet been resolved for the development of fully dynamic overland flow models, related to (1) the difficulty of maintaining numerical stability and accuracy in the limit of disappearing water depth and (2) inaccurate estimation of velocities and discharges on slopes as a result of strong nonlinearity of friction terms. This paper aims to tackle these key research challenges and present a new numerical scheme for accurately and efficiently modeling large‐scale transient overland flows over complex terrains. The proposed scheme features a novel surface reconstruction method (SRM) to correctly compute slope source terms and maintain numerical stability at small water depth, and a new implicit discretization method to handle the highly nonlinear friction terms. The resulting shallow water overland flow model is first validated against analytical and experimental test cases and then applied to simulate a hypothetic rainfall event in the 42 km2 Haltwhistle Burn, UK.

1 June 2020 in Journal of Hydrology
Verified
Journal Article
Closed access
FWFei Wang
Fei Wang
ZWZongmin Wang
Zongmin Wang
HYHaibo Yang
Haibo Yang
DDDanyang Di
Danyang Di
YZYong Zhao
Yong Zhao
Qiuhua LiangQiuhua Liang
Qiuhua Liang