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  6. Flood discharge calculation system

Flood discharge calculation system

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last updated:Mar 22, 2023

SIPシステム 大阪事務所
SIPシステム 大阪事務所
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Hydraulic calculation software for spillways in accordance with land improvement "pond maintenance." Examination of overflow sections, transition sections, and discharge channels considering 200-year probability rainfall and storage effects.

Hydraulic calculations for the flood discharge will be conducted in accordance with land improvement "pond maintenance." The structural types can accommodate "inflow type," "overflow weir," and "side channel type," and the examination of "labyrinth weirs" is possible. The analysis will compare the flow rates of A, C, and B items based on a 200-year probability rainfall, as well as calculations for "approach channel," "regulating section," "transition section," and "discharge channel." Additionally, the study of attenuation works based on a 100-year probability rainfall is also feasible (indirect inflow is also possible). The calculation report will include hydraulic calculation documents, water surface tracking calculation tables, change point tables, and hydro/hydrograms, which can be displayed on a preview screen and output in Word format.

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kouzui.jpg

Flood discharge calculation system

kouzui.jpg
kouzui.jpg
  • Related Link - http://www.sipc.co.jp

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basic information

○ Hydraulic calculations for the flood discharge and side walls (freeboard height) will be conducted in accordance with the "Guidelines for Land Improvement Project Design: Maintenance of Reservoirs." ○ The analysis includes calculations of design flood volume based on a 200-year probability rainfall intensity and calculations for the flood discharge's "approach channel, adjustment section, transition section, and discharge channel." ○ The "energy dissipation structure" section will be calculated based on a 100-year probability rainfall intensity. ○ In determining the design flood flow rate, the flow rates for sections A, B, and C will be calculated and compared before finalizing the design flood flow rate. It is also possible to specify a direct design flood volume. ○ Consideration can be given to the design flood volume for indirect watersheds (flow rates based on constant flow or rainfall intensity formulas) and the effects of retention. ○ Calculation results will be displayed sequentially on the screen, and comparisons can be made by varying "weir height and width" and "design head and weir height" against the design flood flow rate. ○ Output documents include hydraulic calculation reports, water surface tracking lists, change point tables, hydrographs/height graphs, which can be previewed before printing. Word output is also possible. ○ For the transition and discharge sections, calculations will be performed considering changes in cross-sectional shape using the "Unequal Flow Channel Water Surface Tracking Calculation System" and losses other than friction losses (such as curvature), and integration with this system is also possible.

Price information

¥341,000 (HASP method + tax included)

Price range

P3

Delivery Time

P2

Applications/Examples of results

Standards and Specifications Guidelines for Land Improvement Project Design "Maintenance of Agricultural Ponds" (May 2015) Ministry of Agriculture, Forestry and Fisheries, Construction Department, Bureau of Structural Improvement Design Standards for Land Improvement Projects "Canal Works"

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SIPシステム

SIPシステム 大阪事務所

Information and Communications

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Our company's developed products are the result of collaboration among the "Sales Division," "Development Division," and "Design Division," along with the accumulated achievements of our sponsoring companies. We are engaged in the development of innovative civil engineering design software. No matter how systematized the world becomes, it is people who create and use these systems, and we believe that what emerges from communication between people is what truly matters.

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