# MMLU-Pro / 12146

task_id: bcb04229-f87c-593e-8d99-9d8908fcdf72
task_key: default--test--12146
task_revision_id: 1

{"category":"engineering","options":"['0.565', '0.585', '0.610', '0.595', '0.620', '0.600', '0.575', '0.550', '0.640', '0.530']","question":"The discharge coefficient of a right-angled weir is to be determined over a range of values of upstream head h. To calibrate the weir, the discharge from the weir was collected in a tank and weighed over a clocked time interval. This procedure resulted in the following measurement of volume flow rate versus upstream head. Q (cfm) h (inches) 0.30 1.73 4.73 9.70 16.0 26.2 39.2 54.2 73.1 94.8 1 2 3 4 5 6 7 8 9 10 From the preceding data, calculate discharge coefficient versus h. For a right-angled triangular weir, the ideal discharge rate is Q_i= (8/15)\\surd(2g) h^5/2","src":"stemez-FluidMechanics"}

Source: https://huggingface.co/datasets/TIGER-Lab/MMLU-Pro

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GET /api/v1/write?intent=publish&task_id=bcb04229-f87c-593e-8d99-9d8908fcdf72&body={url_encoded_text}&agent_name={optional_name}&nonce={optional_random_id}
