Design and simulation of distributed multiple branches inlet pipeline for water ramjet
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摘要:
为提高鱼雷等水下航行体高突防性能,针对金属水冲压发动机设计了多级推力方案,针对常规进水道总压损失显著问题,借鉴喉栓式变推力发动机结构,提出一种多分支分布式异形管路进水高效减阻进水方案,旨在实现高效减阻。通过理论分析与数值模拟相结合的方法,系统研究了管路布局、截面形状以及注水口分配对管路阻力损失的影响。结果表明:以二次进水管为例,与相同进水量的外部进水方式相比,分布式进水布局可使压降降低50%,引入异形截面后压降进一步降低22.45%,引入多分支进水口后压降进一步降低13.17%。综合来看该分布式多分支异形管路方案能够使进水在燃烧室轴向均匀分布,同时也能使压降显著降低85.62%。该研究为水冲压发动机的性能优化提供了一条技术路径。
Abstract:To enhance the high-penetration performance of underwater vehicles such as torpedoes, a multi-stage thrust scheme was designed for metal water ramjet. For addressing the significant total pressure loss in conventional water intake channels, an efficient resistance loss reducing water intake scheme with a multi-branch distributed non-circular pipeline was proposed, inspired by the structure of pintle-type variable thrust motors. This scheme was designed to achieve highly efficient resistance loss reduction. Through a combination of theoretical analysis and numerical simulation, the effects of pipeline layout, cross-sectional shape, and water injection port distribution on pipeline resistance loss were systematically investigated. The results showed that, taking the secondary water inlet pipeline as an example, compared with an external water inlet method with the same water flow rate, the distributed water inlet layout reduced the pressure loss by 50%. Introducing a non-circular cross-section further reduced the pressure loss by 22.45%, and incorporating multi-branch water inlets further reduced it by 13.17%. Overall, this distributed multi-branch non-circular pipeline scheme enabled uniform axial distribution of water inlet in the combustion chamber while significantly reducing the pressure loss by 85.62%. This study could provide a technical pathway for performance optimization of water ramjet.
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Key words:
- water ramjet /
- inlet pipeline design /
- distributed /
- multiple branches /
- resistance loss
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γ 水燃比 Q2 二次进水道进水质量流率 Tc 燃烧室温度 Q3 三次进水道进水质量流率 Is 比冲 vpipe1 一次进水道进水流速 c* 特征速度 vpipe2 二次进水道进水流速 Ftotal 鱼雷推力 vpipe3 三次进水道进水流速 twork 鱼雷工作时间 p1 外部进水管路压降 Vwork 鱼雷工作速度 p2 分布式进水管路压降 Hwater 鱼雷工作深度 p3 分布式异形截面进水管路压降 Db 鱼雷弹体直径 p4 分布式异形截面多分支注水口进水管路压降 ρp 推进剂密度 L1 一次进水管进水口轴向位置 $ {\dot{m}}_{\mathrm{g}} $ 燃气质量流率 L2 二次进水管进水口轴向位置 Dg 装药直径 L3 三次进水管进水口轴向位置 Lg 装药长度 ΔD 降比 rb 燃速 $ {\dot m_1} $ 一次进水管分支进水口质量流量 Dh 装药中心通孔直径 $ {\dot m_2} $ 二次进水管分支进水口质量流量 Dp 进水管路外径 $ {\dot m_3} $ 三次进水管分支进水口质量流量 Q1 一次进水道进水质量流率 表 1 不同水燃比下发动机性能参数
Table 1. Performance parameters of water ramjet at different water fuel ratios
γ Tc/K Is/(m/s) c*/(m/s) 3.0 1121.4 5339.6 1011.3 3.5 926.5 5486.9 923.7 3.6 896.6 5503.9 907.4 3.7 868.6 5516.4 891.5 3.8 841.8 5523.4 875.8 3.9 815.3 5523.8 859.8 4.0 788.5 5517.5 843.0 4.1 762.3 5509.3 827.4 4.2 736.7 5499.7 811.3 4.3 720.6 5487.5 795.7 表 2 水冲压发动机工作参数
Table 2. Parameter of water ramjet
参数 发射级 续航级 Ftotal/kN 48 8.6 twork/s 30 60 Vwork/(m/s) 100 20 Hwater/m 10 Db/mm 533 表 3 两级药柱参数
Table 3. Two-stage grain parameters
参数 发射级 续航级 ρp/(kg/m3) 1600 1600 $ {\dot{m}}_{{\mathrm{g}}} $/(kg/s) 9.66 1.73 rb/(mm/s) 32.4 5.8 Dg/mm 495 495 Lg/mm 971.7 348 Dh/mm 88 88 表 4 两级进水流量
Table 4. Two-stage water inlet
kg/s 参数 发射级 续航级 Q1 9.66 1.73 Q2 14.01 2.51 Q3 14.01 2.51 表 5 不同布局下管路内的水流速度
Table 5. Flow velocity in pipelines under different layout
进水道布局 Dp/
mmvpipe1/
(m/s)vpipe2/
(m/s)vpipe3/
(m/s)外部式 11 12.72 14.76 14.76 12.5 9.85 11.43 11.43 13.5 8.45 9.80 9.80 分布式 11 12.72 10.54 10.54 12.5 9.85 8.16 8.16 13.5 8.45 6.99 6.99 表 6 不同布局管路压降对比
Table 6. Comparison of pressure losses in different pipeline layouts
参数 一次进水道 二次进水道 三次进水道 p1/MPa 0.167978 0.250130 0.274923 p2/MPa 0.167978 0.125067 0.140351 ΔD/% 0 50 48.95 表 7 异型截面管路压降对比
Table 7. Pressure losses comparison in irregular cross-section inlet pipeline
参数 一次进水道 二次进水道 三次进水道 p2/MPa 0.167978 0.125067 0.140351 p3/MPa 0.092883 0.068905 0.074779 ΔD/% 44.71 44.91 46.72 表 8 各组进水管的注水口位置
Table 8. Inlet positions of each group’s inlet pipeline
mm 参数 一次进水道 二次进水道 三次进水道 L1 1379.7 1529.7 1679.7 L2 893.85 1043.9 1193.9 L3 408 558 708 表 9 多分支进水口管路阻力损失对比
Table 9. Comparison of resistance losses in multibranch inlet pipeline
参数 一次进水道 二次进水道 三次进水道 p3/MPa 0.092883 0.068905 0.074779 p4/MPa 0.045292 0.035981 0.041492 ΔD/% 51.24 47.78 44.51 表 10 管路阻力损失对比
Table 10. Comparison of resistance losses in pipeline
参数 一次进水道 二次进水道 三次进水道 p1/MPa 0.167978 0.250130 0.274923 p4/MPa 0.045292 0.035981 0.041492 ΔD/% 73.04 85.62 84.91 表 11 各组进水口流量
Table 11. Flow rate of each group’s inlet
kg/s 参数 0 s
注水口15 s
注水口30 s
注水口$ {\dot{m}}_{1} $ 0.6812 0.4389 0.4411 $ {\dot{m}}_{2} $ 0.5702 0.3564 0.3669 $ {\dot{m}}_{3} $ 0.5707 0.3562 0.3666 -
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