有压涵洞水力计算

名数据备注涵洞高a（m）1.2涵洞宽b（m）0.8L（m）30n0.014i0.005C56.308R（m）0.240ω10.96Σξ0.5ht(出口水位，m）0.5坡比10B（出口渠道宽）1ω2（出口尾水渠断面积）3.000ξZ0.462μH0.759Q22.32H48.177增加尺寸使数值接近H4.76Q4.677名数据备注涵洞高a（m）2.2涵洞宽b（m）4.6L（m）10n0.014i0.005C56.693R（m）0.250涵洞半径ω10.19625涵洞断面面积Σξ0.1水头损失有压涵洞淹没出流有压圆管涵洞淹没出流212HZgLCR02()HtQgHiLhht(出口水位，m）0.5坡比2.5B（出口渠道宽）6ω2（出口尾水渠断面积）3.625ξZ0.895μH0.898Q22.32H817.186增加尺寸使数值接近H3Q0.987212HZgLCR02()HtQgHiLh图表颜色说明参数计算数据结果提示212HZgLCR02()HtQgHiLh212HZgLCR02()HtQgHiLh名数据备注涵洞高a（m）0.9涵洞宽b（m）1.3L（m）4.4n0.014i0.001C60.72152343R（m）0.377419355ω11.17Σξ0.5μ0.800118869β0.85Q22.32H29.73461159H4Q7.305983935方涵洞名数据备注涵洞高a（m）0涵洞宽b（m）0L（m）6.5n0.014i0.001C54.62317795R（m）0.2ω10.5Σξ0.5μ0.763890503β0.85Q22.32H174.0487582H3.46Q2.762621646有压涵洞自由出流有压涵洞自由出流2121gLCR02()QgHiLa2121gLCR02()QgHiLa02()QgHiLa2121gLCR02()QgHiLa图表颜色说明参数计算数据结果提示图表颜色说明参数计算数据结果提示2121gLCR02()QgHiLa2121gLCR02()QgHiLa02()QgHiLa2121gLCR02()QgHiLa