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<br />p -:'i <br /> <br />Human Stability in a High Flood Hazard Zone <br /> <br />EXPERIMENTAL PROGRAM <br /> <br />A series of 71 tests were conducted in a pilot experi, <br />mental program in which six tests were with a monolith <br />subject and 65 tests were with human subjects. Tests <br />were conducted in a flume with slopes of 0.005 and <br />0.015. Two flume slopes were used to provide a varia- <br />tion in flow depths and flow velocities. <br /> <br />DESCRIPl'ION OF FACILITY <br /> <br />The test facility was a steel flume 200 ft (61 m) in <br />length, 8 ft (2.44 m) in width, and 4 ft (1.22 m) in depth. <br />The facility is located at the Engineering Research <br />Center of Colorado State University, Fort Collins, <br />Colorado. The flume slope can be varied from zero to <br />nearly 3 percent and has a discharge capacity of ap- <br />proximately 100 cfs (2.83 m3/s), <br />The interior of the flume was segmented into three <br />sections: a flow development section extending 100 ft <br />(30.48 m), a test section extending 75 ft (22.86 m), and a <br />tail water control section, The test section was divided <br />into four reaches; each reach prepared with a different <br />surface with length of 10-25 ft, The test surfaces were <br />simulated turf, smooth concrete, steel, and chip. The <br />chip was comprised of a sand and gravel mixture with a <br />maximum grain diameter of 0.375 inches (0.95 cm), <br />The discharge was regulated by sequencing a series <br />of pumps in conjunction with control valves in the inlet <br />pipes, The discharge was measured with orifice plates <br />in the inlet pipes to an accuracy of f3 percent. The ve- <br />locity was determined using a Marsh McBirne~ mag- <br />netic flow meter. The depth of flow was measured with <br />pressure transducers mounted flush with the flume <br />floor in each test section. The flow depth was periodi- <br />cally checked with a staff gage mounted on the flume <br />sidewall <br /> <br />DESCRIPl'ION OF SUBJECTS <br /> <br />The experimental program (Abt, 1988) was con- <br />ducted using a single monolith subject and twenty hu- <br />man subjects. A monolithic concrete subject was fabri- <br />cated for a verification of the toppling envelope curve <br />presented in Fig. 2. The monolith was constructed to be <br />five feet tall, one foot wide and one-half foot thick as <br />recommended by Love (1987). The footprint of the <br />monolith was one foot wide by one-half foot thick, pro- <br />viding the monolith a foundation of seventy two square <br />inches (446,5 em"). <br /> <br />The monolith was constructed with a styrofoam core <br />shrouded with reinforcing wire fabric. A light-weight <br />aggregate was mixed with the cement paste and vi- <br />brated into and around the styrofoam and wire. A ce- <br />ment veneer coat was then applied, shaped and finished <br />to the desired dimensions. <br />Twenty human subjects who ranged in weight from <br />approximately 90 to 201 pounds (40.9 to 91.4 kg) and in <br />height from 60 to 72 inches (152-183 em) were tested, A <br />summary of human subjects' sex, age, height, and <br />weight is shown in Table 1, All subjects were in good <br />health. <br /> <br /> TABLE 1. Teat Subject Summary <br /> Ace Height Weight <br />Subject" S- (Yean) (inches) (em) (po1lIlII8) (kg) <br />1 male 39 67.0 170.2 160.7 73.0 <br />2 female 27 68.0 172.7 124.5 56.6 <br />3 female 29 60.0 152.4 90.0 40.9 <br />4 male 29 70.0 177.8 189.0 85.9 <br />5 male 26 72.0 182.9 130.0 59.1 <br />6 male 30 71.0 180.3 201.0 91.4 <br />7 male 31 68.0 172.7 161.0 73.2 <br />8 male 43 72.0 182.9 198.2 90.1 <br />9 male 54 72.0 182.9 160.2 72.8 <br />10 male 41 70.0 177.8 187.5 85.2 <br />11 male 36 69.5 176.5 187.4 85.2 <br />12 male 30 72.0 182.9 163.1 74.1 <br />13 male 21 70.5 179.1 154.4 70.2 <br />14 male 22 70.0 177.8 173.5 78.9 <br />15 male 21 73.5 186.7 185.6 84.4 <br />16 male 20 75.0 190.5 199.6 90.7 <br />17 male 20 69.0 175.3 165.8 75.4 <br />18 male 22 70.0 177.8 153.4 69.7 <br />19 male 19 71.0 180.3 183.2 83.3 <br />20 male 28 71.0 180.3 175.5 79.8 <br />21 monolith 60.0 152.4 117.5 53.4 <br />*All human subjects were in good health. <br /> <br />In order to establish a consistent data base, subjects <br />were requested to wear similar clothing. Subjects gen- <br />erally wore jeans or slacks and pull-over shirts. <br />Footwear worn included tennis shoes, thongs and light <br />boots. Clothing that altered the frontal projection, Le" <br />dresses, etc., were not tested, <br /> <br />Test Procedure <br /> <br />The safety of the human subject was paramount <br />throughout the experimental program. A two'piece <br />harness was fit to each subject and tethered to a hoist <br />through a steel frame mounted to the flume walls as <br />shown in Figure 3. The subject also wore a safety <br /> <br />883 <br /> <br />WATER RESOURCES BULLETIN <br />