新概念消防车的发展

分析了新概念消防车的发展现状,介绍了新概念消防车目前主要开发的品种、灭火原理、特点及结构等,可应用于扑灭石油化工企业火灾、大跨度建筑物火灾、地下工程火灾、飞机火灾等多方面。     

基于撞击法的喷雾射流粒径研究*

为解决我国光学法仪器价格昂贵,操作复杂,在消防领域未能大范围应用的问题。基于撞击法的采样原理,提出新测试方法,并将其应用于消防领域喷雾射流现场测试。在不同的喷孔数量条件下,通过改变喷雾射流出口压力,观察并统计水雾携带的雾滴在载玻片上留下的印记,根据其直径和数量得出雾滴粒径的分布。研究结果表明:喷雾射流雾滴粒径值与平均直径预测模型的预测值和马尔文粒度仪测得的粒径值相近,水雾粒径随着出口压力的增大而减小,研究结果可为喷雾水枪性能测试和优化改造提供技术支持。     

自进式旋转钻头钻孔修复理论及关键参数研究

瓦斯预抽钻孔在抽放过程中经常出现塌孔、堵孔等现象。针对这一问题,提出采用自进式旋转钻头修复失效钻孔的新方法。其利用自进式旋转钻头后置喷嘴的喷射反冲力作为动力,自行至钻孔堵塞段处,前置喷嘴形成的高压水射流对堵孔煤渣进行破碎,将其与水混合返出孔外,实现清孔排渣、钻孔修复的目的。对自进式旋转钻头钻孔破煤清渣的临界射流压力及流量进行分析,基于摩擦动力学计算钻头自驱的临界射流压力,在此基础上设计钻头结构及优化喷嘴布置,数值分析不同喷嘴组合情况下射流速度分布,得出最优喷嘴布置方式。并应用于鹤煤八矿-655轨道石门揭煤瓦斯预抽,实验结果表明:该方法能够实现失效钻孔的修复,并有效的提高了瓦斯抽采效果,缩短了瓦斯抽放时间。     

Development and Testing of a Physically Based Model of Streambank Erosion for Coupling with a Basin‐Scale Hydrologic Model SWAT

A comprehensive streambank erosion model based on excess shear stress has been developed and incorporated in the hydrological model Soil and Water Assessment Tool (SWAT). It takes into account processes such as weathering, vegetative cover, and channel meanders to adjust critical and effective stresses while estimating bank erosion. The streambank erosion model was tested for performance in the Cedar Creek watershed in north‐central Texas where streambank erosion rates are high. A Rapid Geomorphic field assessment (RAP‐M) of the Cedar Creek watershed was done adopting techniques developed by the Natural Resources Conservation Service (NRCS), and the stream segments were categorized into various severity classes. Based on the RAP‐M field assessment, erosion pin sites were established at seven locations within the severely eroding streambanks of the watershed. A Monte Carlo simulation was carried out to assess the sensitivity of different parameters that control streambank erosion such as critical shear stress, erodibility, weathering depth, and weathering duration. The sensitive parameters were adjusted and the model was calibrated based on the bank erosion severity category identified by the RAP‐M field assessment. The average observed erosion rates were in the range 25‐367 mm year^?1. The SWAT model was able to reasonably predict the bank erosion rates within the range of variability observed in the field (R² = 0.90; E = 0.78). Editor's note : This paper is part of the featured series on SWAT Applications for Emerging Hydrologic and Water Quality Challenges. See the February 2017 issue for the introduction and background to the series.     

圆锥形喷嘴出口直径对水射流冲击动力特性的影响研究

为探讨喷嘴结构对水射流冲击动力特性的影响,以圆锥形喷嘴为研究对象,基于COMSOL数值模拟软件,建立不同出口直径的圆锥形喷嘴模型,研究出口直径对水射流冲击动力特性的影响。研究结果表明：圆锥形喷嘴水射流冲击煤岩体过程中,不同喷嘴出口直径下水射流流场分布特征相似,整个流场可分为集中区、发散区、回流区和卷吸区4个区域,随喷嘴出口直径增大,卷吸区逐渐消失,其余3个区域分布也明显减弱;煤岩体应力分布可分为中心应力集中区和两侧应力集中区,随喷嘴出口直径不断增大,中心应力集中区与两侧应力集中区的范围逐渐减小,当喷嘴出口直径为6 mm时,两侧应力集中区基本消失;主体段入口速度恒定条件下,圆锥形喷嘴优选以2～3 mm出口直径为宜,此时水射流冲击煤岩体效果较佳,且不会对喷嘴产生结构破坏。     

特长公路隧道全射流火灾通风网络解算研究

为探究特长公路隧道全射流火灾在通风条件下隧道内风流分布及影响规律,基于斯考德-恒斯雷近似算法构建通风网络解算模型,并通过隧道现场风机效率测试和通风测试,验证通风网络解算模型的可靠性;引入火区阻力和火风压公式,建立全射流火灾通风网络计算模型.结果表明:铜锣山隧道射流风机正向运转效率为0.83～0.93,平均效率为0.88...     

船舶螺旋桨射流扰动下的污染底泥起悬研究

河流、湖泊中船舶的航行对于水体底部的污染沉积物具有很强的扰动作用,特别是船舶尾部的螺旋桨射流。通过一个新近提出的射流速度分布统一公式,结合考虑底泥的起动、冲刷特性,进行船舶螺旋桨射流扰动下污染底泥起悬的计算研究。结果表明,螺旋桨距河流底面的深度、螺旋桨射流出口流速、螺旋桨直径对底部流速的分布影响显著;同时发现,周围水体流动方向及流速等对于底泥扰动范围也有显著影响;最后定量计算了螺旋桨作用下污染底泥扰动悬浮速率。     

围压作用下自振空化射流脉动特性实验研究

就围压下自振空化射流动压力特性进行了实验研究,其实验结果表明：在围压作用下,自振空化射流脉动幅度存在最优喷距,并且最优喷距随围压的增大而增大;在压降一定情况下,脉动幅度随围压的增加而减小;在围压和压降一定时,自振空化射流的最大冲击压力明显高于普通连续射流;自振空化射流的脉动频率,基本不随围压、压降和喷距的变化而变化,在本实验条件下,基本保持在１．３８ＫＨｚ 左右     

一种新型有压浆体磨料循环装置

介绍一种适用于工业生产的“有压浆体磨料循环装置”。经调试及试生产，装置运行正常，管路中浆体磨料输送连续、畅通。基本上解决了磨料射流研制中磨料输送的技术关键。     

A Quantitative Analysis of Energy Dissipation among Three Typical Air Entrainment Phenomena

This study investigates energy dissipation due to air bubble entrainment for three typical phenomena; a hydraulic jump, a 2-D vertical plunging jet and a vertical circular plunging jet into water. A simple model is presented here which enables to estimate the energy transformation and dissipation achieved by air bubbles quantitatively for three above phenomena. The average rate of energy dissipation by air bubbles obtained from the experimental data are 25%, 1.4%, and 2.15% with respect to total energy loss for the hydraulic jump, 2-D vertical plunging jet and vertical circular plunging jet, respectively.