|
[1]
|
曾焱, 程益联, 江志琴, 等. “十四五”智慧水利建设规划关键问题思考[J]. 水利信息化, 2022(1): 1-5.
|
|
[2]
|
蔡阳, 成建国, 曾焱, 等. 加快构建具有“四预”功能的智慧水利体系[J]. 中国水利, 2021(20): 2-5.
|
|
[3]
|
谢文君, 李家欢, 李鑫雨, 等. 《数字孪生流域建设技术大纲(试行)》解析[J]. 水利信息化, 2022(4): 6-12.
|
|
[4]
|
钱峰, 成建国, 夏润亮, 等. 数字孪生水利“天空地水工”一体化监测感知体系构建与应用初探[J]. 中国水利, 2024(24): 39-47.
|
|
[5]
|
FULTON, J., OSTROWSKI, J. Measuring real-time streamflow using emerging technologies: Radar, hydroacoustics, and the probability concept. Journal of Hydrology, 2008, 357(1-2): 1-10. [Google Scholar] [CrossRef]
|
|
[6]
|
MORAMARCO, T., SINGH, V. P. Formulation of the entropy parameter based on hydraulic and geometric characteristics of river cross sections. Journal of Hydrologic Engineering, 2010, 15(10): 852-858. [Google Scholar] [CrossRef]
|
|
[7]
|
BAHMANPOURI, F., BARBETTA, S., GUALTIERI, C., IANNIRUBERTO, M., FILIZOLA, N., TERMINI, D., et al. Prediction of river discharges at confluences based on Entropy theory and surface-velocity measurements. Journal of Hydrology, 2022, 606: 127404.[CrossRef]
|
|
[8]
|
YUAN, S., LIN, H., TANG, H., QIU, J., LI, Z., XU, D., et al. An optimized entropy-based model for estimating river confluence hydrodynamics: Accounting for the effects of velocity dip. Journal of Hydrology, 2024, 628: 130408.[CrossRef]
|
|
[9]
|
MORAMARCO, T., BARBETTA, S. and TARPANELLI, A. From surface flow velocity measurements to discharge assessment by the entropy theory. Water, 2017, 9(2): 120. [Google Scholar] [CrossRef]
|
|
[10]
|
MORAMARCO, T., BARBETTA, S., BJERKLIE, D. M., FULTON, J. W. and TARPANELLI, A. River bathymetry estimate and discharge assessment from remote sensing. Water Resources Research, 2019, 55(8): 6692-6711. [Google Scholar] [CrossRef]
|
|
[11]
|
REZAZADEH, S., MANAFPOUR, M., BAHMANPOURI, F. and GUALTIERI, C. Application of the entropy model to estimate flow discharge and bed load transport in a large river. Physics of Fluids, 2025, 37(2): 023325. [Google Scholar] [CrossRef]
|
|
[12]
|
BAHMANPOURI, F., YADAV, A., MASSARI, C., DE SANTIS, D., SHARMA, A., AGARWAL, A., et al. Application of the entropy model to estimate flow discharge and bed load transport with limited field measurements. Water, 2024, 16(24): 3684. [Google Scholar] [CrossRef]
|
|
[13]
|
BAHMANPOURI, F., TERMINI, D., BARBETTA, S., GUALTIERI, C., DIONIGI, M. and MORAMARCO, T. Investigating hydrodynamics and turbulent effects in rivers for different flow conditions using spatial complexity metrics. Journal of Hydrology, 2024, 641: 131790.[CrossRef]
|
|
[14]
|
LIN, H., GUALTIERI, C., LUAN, H. L., et al. Estimating the hydraulic complexity metrics based on the Entropy model and surface-velocity measurements. In Proceedings of the 24th IAHR-APD congress (p. 277). IAHR.
|
|
[15]
|
CHIU, C. Entropy and 2-D velocity distribution in open channels. Journal of Hydraulic Engineering, 1988, 114(7): 738-756. [Google Scholar] [CrossRef]
|
|
[16]
|
SHANNON, C. E. A mathematical theory of communication. Bell Systems Technical Journal, 1948, 27(4): 623-656. [Google Scholar] [CrossRef]
|
|
[17]
|
CHIU, C. Application of entropy concept in open-channel flow study. Journal of Hydraulic Engineering, 1991, 117(5): 615-628. [Google Scholar] [CrossRef]
|
|
[18]
|
CHIU, C. Entropy and probability concepts in hydraulics. Journal of Hydraulic Engineering, 1987, 113(5): 583-599. [Google Scholar] [CrossRef]
|
|
[19]
|
XIA, R. Relation between mean and maximum velocities in a natural river. Journal of Hydraulic Engineering, 1997, 123(8): 720-723. [Google Scholar] [CrossRef]
|
|
[20]
|
GRECO, M., MIRAUDA, D. Entropy parameter estimation in large-scale roughness open channel. Journal of Hydrologic Engineering, 2015, 20(2): 04014047. [Google Scholar] [CrossRef]
|
|
[21]
|
CHIU, C. Velocity distribution in open channel flow. Journal of Hydraulic Engineering, 1989, 115(5): 576-594. [Google Scholar] [CrossRef]
|
|
[22]
|
MORAMARCO, T., SALTALIPPI, C. and SINGH, V. P. Estimation of mean velocity in natural channels based on Chiu’s velocity distribution equation. Journal of Hydrologic Engineering, 2004, 9(1): 42-50. [Google Scholar] [CrossRef]
|
|
[23]
|
MORAMARCO, T., SALTALIPPI, C. and SINGH, V. P. Velocity profiles assessment in natural channels during high floods. Hydrology Research, 2011, 42(2-3): 162-170. [Google Scholar] [CrossRef]
|
|
[24]
|
PLANT, W. J., BRANCH, R., CHATHAM, G., CHICKADEL, C. C., HAYES, K., HAYWORTH, B., et al. Remotely sensed river surface features compared with modeling and in situ measurements. Journal of Geophysical Research: Oceans, 2009, 114(C11): C11002. [Google Scholar] [CrossRef]
|
|
[25]
|
YANG, S.-Q., TAN, S.-K. and LIM, S.-Y. Velocity distribution and dip-phenomenon in smooth uniform open channel flows. Journal of Hydraulic Engineering, 2004, 130(12): 1179-1186. [Google Scholar] [CrossRef]
|
|
[26]
|
GUALTIERI, C., IANNIRUBERTO, M. and FILIZOLA, N. On the mixing of rivers with a difference in density: The case of the Negro/Solimões confluence, Brazil. Journal of Hydrology, 2019, 578: 124029.[CrossRef]
|
|
[27]
|
JAYNES, E. T. On the rationale of maximum-entropy methods. Proceedings of the IEEE, 1982, 70(9): 939-952. [Google Scholar] [CrossRef]
|
|
[28]
|
FARINA, G., ALVISI, S., FRANCHINI, M., CORATO, G. and MORAMARCO, T. Estimation of bathymetry (and discharge) in natural river cross-sections by using an entropy approach. Journal of Hydrology, 2015, 527: 20-29. [Google Scholar] [CrossRef]
|
|
[29]
|
MORAMARCO, T., CORATO, G., MELONE, F. and SINGH, V. P. An entropy-based method for determining the flow depth distribution in natural channels. Journal of Hydrology, 2013, 497: 176-188.[CrossRef]
|
|
[30]
|
TERMINI, D., MORAMARCO, T. Entropic model application to identify cross-sectional flow effect on velocity distribution in a large amplitude meandering channel. Advances in Water Resources, 2020, 143: 103678.[CrossRef]
|